diff --git a/NonLinearSolver/Domain/partDomain.cpp b/NonLinearSolver/Domain/partDomain.cpp
index d2fc80b92fbd875d741e039ca40b590d49a64c94..79943976277d1d8995a567fd271e0ed9116cb166 100644
--- a/NonLinearSolver/Domain/partDomain.cpp
+++ b/NonLinearSolver/Domain/partDomain.cpp
@@ -225,7 +225,7 @@ double partDomain::computeMeanValueDomain(const int num, const IPField* ipf, dou
return meanVal;
};
-double partDomain::averagingOnActiveDamageZone(const int num, const IPField* ipf, double& solid) const{
+double partDomain::averagingOnActiveDissipationZone(const int num, const IPField* ipf, double& solid) const{
IntPt* GP;
double meanVal = 0;
solid = 0.;
@@ -343,10 +343,10 @@ void partDomain::createIPMap(){
}
};
-void partDomain::getBlockDamageIps(std::vector<int>& blockDamageIPs) const{
- blockDamageIPs.reserve(blockDamageIPs.size()+_blockedDamageIPs.size());
- for (std::set<int>::const_iterator it = _blockedDamageIPs.begin(); it != _blockedDamageIPs.end(); it++){
- blockDamageIPs.push_back(*it);
+void partDomain::getBlockDissipationIps(std::vector<int>& blockDissipationIPs) const{
+ blockDissipationIPs.reserve(blockDissipationIPs.size()+_blockedDissipationPs.size());
+ for (std::set<int>::const_iterator it = _blockedDissipationPs.begin(); it != _blockedDissipationPs.end(); it++){
+ blockDissipationIPs.push_back(*it);
}
};
void partDomain::getBrokenIPs(std::vector<int>& brkIps) const{
@@ -356,12 +356,12 @@ void partDomain::getBrokenIPs(std::vector<int>& brkIps) const{
}
};
-void partDomain::blockDamageIP(const int ip){
- _blockedDamageIPs.insert(ip);
+void partDomain::blockDissipationIP(const int ip){
+ _blockedDissipationPs.insert(ip);
};
-void partDomain::clearBlockDamageIPs(){
- _blockedDamageIPs.clear();
+void partDomain::clearBlockDissipationIPs(){
+ _blockedDissipationPs.clear();
}
void partDomain::brokenIP(const int ip){
_brokenIPs.insert(ip);
@@ -421,10 +421,10 @@ void partDomain::computeAverageStress(const IPField* ipf, STensor3& sig) const{
};
-void partDomain::computeActiveDamagingAverageStressIncrement(const IPField* ipf, STensor3& stress) const{
+void partDomain::computeActiveDissipationAverageStressIncrement(const IPField* ipf, STensor3& stress) const{
// compute average strain on active damaging part
// damaging volume will besed on ws= current, previous, or initial
- if ((g->size()>0) and (ipf->getNumOfActiveDamageIPs() > 0)){
+ if ((g->size()>0) and (ipf->getNumOfActiveDissipationIPs() > 0)){
IntPt* GP;
// compute from damaging zone
for (groupOfElements::elementContainer::iterator it= g->begin(); it!=g->end(); it++){
@@ -436,9 +436,9 @@ void partDomain::computeActiveDamagingAverageStressIncrement(const IPField* ipf,
for (int i=0; i<npts; i++){
const IPStateBase *ips = (*vips)[i];
const ipFiniteStrain *ipv = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::current));
- const ipFiniteStrain *ipvprev = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::previousActiveDamage));
+ const ipFiniteStrain *ipvprev = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::activeDissipation));
- if (ipvprev->isActiveDamage()){
+ if (ipvprev->dissipationIsActive()){
double weight= GP[i].weight;
const double &detJ = ipv->getJacobianDeterminant(ele,GP[i]);
double ratio = detJ*weight;
@@ -508,8 +508,8 @@ double partDomain::computeVolumeDomain(const IPField* ipf) const{
return volume;
};
-void partDomain::computeActiveDamageCenter(const IPField* ipf, SPoint3& pos) const{
- if ((g->size()>0) and (ipf->getNumOfActiveDamageIPs() > 0)){
+void partDomain::computeActiveDissipationCenter(const IPField* ipf, SPoint3& pos) const{
+ if ((g->size()>0) and (ipf->getNumOfActiveDissipationIPs() > 0)){
IntPt* GP;
// compute from damaging zone
for (groupOfElements::elementContainer::iterator it= g->begin(); it!=g->end(); it++){
@@ -519,8 +519,8 @@ void partDomain::computeActiveDamageCenter(const IPField* ipf, SPoint3& pos) con
for (int i=0; i<npts; i++){
const IPStateBase *ips = (*vips)[i];
const ipFiniteStrain *ipv = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::current));
- const ipFiniteStrain *ipvprev = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::previousActiveDamage));
- if (ipvprev->isActiveDamage()){
+ const ipFiniteStrain *ipvprev = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::activeDissipation));
+ if (ipvprev->dissipationIsActive()){
double weight= GP[i].weight;
const double &detJ = ipv->getJacobianDeterminant(ele,GP[i]);
double ratio = detJ*weight;
@@ -535,10 +535,10 @@ void partDomain::computeActiveDamageCenter(const IPField* ipf, SPoint3& pos) con
}
};
-void partDomain::computeActiveDamagingAverageStrainIncrement(const IPField* ipf, STensor3& strain) const{
+void partDomain::computeActiveDissipationAverageStrainIncrement(const IPField* ipf, STensor3& strain) const{
// compute average strain on active damaging part
// damaging volume will besed on ws= current, previous, or initial
- if ((g->size()>0) and (ipf->getNumOfActiveDamageIPs() > 0)){
+ if ((g->size()>0) and (ipf->getNumOfActiveDissipationIPs() > 0)){
IntPt* GP;
// compute from damaging zone
for (groupOfElements::elementContainer::iterator it= g->begin(); it!=g->end(); it++){
@@ -548,9 +548,9 @@ void partDomain::computeActiveDamagingAverageStrainIncrement(const IPField* ipf,
for (int i=0; i<npts; i++){
const IPStateBase *ips = (*vips)[i];
const ipFiniteStrain *ipv = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::current));
- const ipFiniteStrain *ipvprev = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::previousActiveDamage));
+ const ipFiniteStrain *ipvprev = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::activeDissipation));
- if (ipvprev->isActiveDamage()){
+ if (ipvprev->dissipationIsActive()){
double weight= GP[i].weight;
const double &detJ = ipv->getJacobianDeterminant(ele,GP[i]);
double ratio = detJ*weight;
@@ -567,7 +567,7 @@ void partDomain::computeActiveDamagingAverageStrainIncrement(const IPField* ipf,
}
};
-double partDomain::computeVolumeActiveDamageDomain(const IPField* ipf) const{
+double partDomain::computeVolumeActiveDissipationDomain(const IPField* ipf) const{
double volume = 0.;
if (g->size()>0){
IntPt* GP;
@@ -576,10 +576,10 @@ double partDomain::computeVolumeActiveDamageDomain(const IPField* ipf) const{
for (groupOfElements::elementContainer::iterator it= g->begin(); it!=g->end(); it++){
MElement* ele= *it;
- ipf->getIPv(ele,vipvRef,IPStateBase::previousActiveDamage);
+ ipf->getIPv(ele,vipvRef,IPStateBase::activeDissipation);
int npts= integBulk->getIntPoints(ele,&GP);
for (int i=0; i<npts; i++){
- if (vipvRef[i]->isActiveDamage()){
+ if (vipvRef[i]->dissipationIsActive()){
double weight= GP[i].weight;
double &detJ = vipvRef[i]->getJacobianDeterminant(ele,GP[i]);
volume+=detJ*weight;
@@ -591,30 +591,6 @@ double partDomain::computeVolumeActiveDamageDomain(const IPField* ipf) const{
return volume;
};
-void partDomain::computeActiveNonlocalDamageIncrement(const IPField* ipf, double& dD) const{
- if ((g->size()>0) and ipf->getNumOfActiveDamageIPs() >0){
- IntPt* GP;
- // compute from damaging zone
- for (groupOfElements::elementContainer::iterator it= g->begin(); it!=g->end(); it++){
- MElement* ele= *it;
- AllIPState::ipstateElementContainer *vips = ipf->getAips()->getIPstate(ele->getNum());
- int npts= integBulk->getIntPoints(ele,&GP);
- for (int i=0; i<npts; i++){
- const IPStateBase *ips = (*vips)[i];
- const ipFiniteStrain *ipv = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::current));
- const ipFiniteStrain *ipvprev = static_cast<const ipFiniteStrain*>(ips->getState(IPStateBase::previousActiveDamage));
-
- if (ipvprev->isActiveDamage()){
- double weight= GP[i].weight;
- double &detJ = ipv->getJacobianDeterminant(ele,GP[i]);
- dD += ((ipv->get(IPField::DAMAGE) - ipvprev->get(IPField::DAMAGE)) *detJ*weight);
- }
- };
- };
- }
-};
-
-
void partDomain::computeConstitutiveExtraDofAverageFlux(const int index, const IPField* ipf, SVector3& extraDofFluxpart) const{
if (g->size() > 0){
IntPt* GP;
diff --git a/NonLinearSolver/Domain/partDomain.h b/NonLinearSolver/Domain/partDomain.h
index d8eedaa065bd38f2e04032ec596e5efae9b44d31..95634ed1685fd7100f5838e33d9db78ddbdd3e50 100644
--- a/NonLinearSolver/Domain/partDomain.h
+++ b/NonLinearSolver/Domain/partDomain.h
@@ -66,7 +66,7 @@ class partDomain{
std::map<int,std::set<int> > _mapIPBulk; // map IP for bulk elements
// for damage blockage
- std::set<int> _blockedDamageIPs;
+ std::set<int> _blockedDissipationPs;
std::set<int> _brokenIPs;
#endif //HAVE_MPI
@@ -259,14 +259,13 @@ public:
//compute mechanical average quantities
virtual void computeAverageStress(const IPField* ipf, STensor3& stress) const;
- virtual void computeActiveDamagingAverageStressIncrement(const IPField* ipf, STensor3& stress) const;
+ virtual void computeActiveDissipationAverageStressIncrement(const IPField* ipf, STensor3& stress) const;
virtual void computeAverageHighOrderStress(const IPField* ipf, STensor33& stress) const;
virtual double computeVolumeDomain(const IPField* ipf) const;
- virtual void computeActiveDamageCenter(const IPField* ipf, SPoint3& pos) const;
- virtual void computeActiveDamagingAverageStrainIncrement(const IPField* _ipf, STensor3& strain) const;
- virtual double computeVolumeActiveDamageDomain(const IPField* ipf) const;
- virtual void computeActiveNonlocalDamageIncrement(const IPField* _ipf, double& dD) const; // choose ws between previous or initial
+ virtual void computeActiveDissipationCenter(const IPField* ipf, SPoint3& pos) const;
+ virtual void computeActiveDissipationAverageStrainIncrement(const IPField* _ipf, STensor3& strain) const;
+ virtual double computeVolumeActiveDissipationDomain(const IPField* ipf) const;
// compute constitutive extra-dof quantities
virtual void computeConstitutiveExtraDofAverageFlux(const int index, const IPField* _ipf, SVector3& extraDofFluxpart) const;
@@ -296,16 +295,16 @@ public:
virtual const std::map<int,std::set<int> >& getMapIPBulk() const {return _mapIPBulk;};
virtual const std::set<int>& getDomainIPBulk() const {return _domainIPBulk;};
- virtual void getBlockDamageIps(std::vector<int>& blockDamageIPs) const;
+ virtual void getBlockDissipationIps(std::vector<int>& blockDissipationIPs) const;
virtual void getBrokenIPs(std::vector<int>& brkIps) const;
- virtual void blockDamageIP(const int ip);
- virtual void clearBlockDamageIPs();
+ virtual void blockDissipationIP(const int ip);
+ virtual void clearBlockDissipationIPs();
virtual void brokenIP(const int ip);
virtual void clearBrokenIPs();
#endif //HAVE_MPI
virtual bool considerForTimeStep(AllIPState *aips,MElement *e) {return true;};
virtual double computeMeanValueDomain(const int num, const IPField* ipf, double& volume) const;
- virtual double averagingOnActiveDamageZone(const int num, const IPField* ipf, double & volume) const;
+ virtual double averagingOnActiveDissipationZone(const int num, const IPField* ipf, double & volume) const;
virtual void initMicroMeshId();
virtual void writeDeformationGradient(const IPField* ipf, FILE* file){
Msg::Info("get deformation to file");
diff --git a/NonLinearSolver/field/energyField.cpp b/NonLinearSolver/field/energyField.cpp
index cfa7e8ff689c29c272b1d277cf1592de50b655e2..5c43836e0b38e37881f3cd24dbf182848a3f42bc 100644
--- a/NonLinearSolver/field/energyField.cpp
+++ b/NonLinearSolver/field/energyField.cpp
@@ -63,8 +63,7 @@ energeticField::energeticField(nonLinearMechSolver* sl, const std::vector<dataBu
{
// initialize file to store energy
fpenergy = fopen(_fname.c_str(),"w");
- fprintf(fpenergy,"Time;Kinetic;Deformation;Plastic;Wext;Inversible;Total\n");
- fprintf(fpenergy,"0.;0.;0.;0.;0.;0.;0.\n"); // false if initial deformation FIX IT HOW ??
+ fprintf(fpenergy,"Time;Kinetic;Deformation;Plastic;Wext;Damage;Total;LocalPathFollowing\n");
}
else
{
@@ -189,7 +188,14 @@ double energeticField::kineticEnergy(MElement *ele, const partDomain *dom) const
}
double energeticField::deformationEnergy(MElement *ele, const partDomain *dom) const{
- return _solver->getIPField()->computeBulkDeformationEnergy(ele,dom,IPStateBase::current);
+ MInterfaceElement* iele = dynamic_cast<MInterfaceElement*>(ele);
+ if (iele){
+ const dgPartDomain* dgdom = dynamic_cast<const dgPartDomain*>(dom);
+ return _solver->getIPField()->computeInterfaceDeformationEnergy(ele,dgdom,IPStateBase::current);
+ }
+ else{
+ return _solver->getIPField()->computeBulkDeformationEnergy(ele,dom,IPStateBase::current);
+ }
}
double energeticField::deformationEnergy() const{
@@ -197,19 +203,60 @@ double energeticField::deformationEnergy() const{
}
double energeticField::plasticEnergy(MElement *ele, const partDomain *dom) const{
- return _solver->getIPField()->computeBulkPlasticEnergy(ele,dom,IPStateBase::current);
+ MInterfaceElement* iele = dynamic_cast<MInterfaceElement*>(ele);
+ if (iele){
+ const dgPartDomain* dgdom = dynamic_cast<const dgPartDomain*>(dom);
+ return _solver->getIPField()->computeInterfacePlasticEnergy(ele,dgdom,IPStateBase::current);
+ }
+ else{
+ return _solver->getIPField()->computeBulkPlasticEnergy(ele,dom,IPStateBase::current);
+ }
}
double energeticField::plasticEnergy() const{
return _solver->getIPField()->computePlasticEnergy(IPStateBase::current);
}
-double energeticField::irreversibleEnergy(MElement *ele, const partDomain *dom) const{
- return _solver->getIPField()->computeBulkIrreversibleEnergy(ele,dom,IPStateBase::current);
+
+double energeticField::damageEnergy(MElement *ele, const partDomain *dom) const{
+ MInterfaceElement* iele = dynamic_cast<MInterfaceElement*>(ele);
+ if (iele){
+ const dgPartDomain* dgdom = dynamic_cast<const dgPartDomain*>(dom);
+ return _solver->getIPField()->computeInterfaceDamageEnergy(ele,dgdom,IPStateBase::current);
+ }
+ else{
+ return _solver->getIPField()->computeBulkDamageEnergy(ele,dom,IPStateBase::current);
+ }
+}
+
+double energeticField::damageEnergy() const{
+ return _solver->getIPField()->computeDamageEnergy(IPStateBase::current);
+}
+
+
+double energeticField::pathFollowingLocalValue(MElement *ele, const partDomain *dom) const{
+ if (_solver->withPathFollowing()){
+ MInterfaceElement* iele = dynamic_cast<MInterfaceElement*>(ele);
+ if (iele){
+ const dgPartDomain* dgdom = dynamic_cast<const dgPartDomain*>(dom);
+ return _solver->getIPField()->computeInterfacePathFollowingLocalValue(ele,dgdom,IPStateBase::current);
+ }
+ else{
+ return _solver->getIPField()->computeBulkPathFollowingLocalValue(ele,dom,IPStateBase::current);
+ }
+ }
+ else{
+ return 0.;
+ }
}
-double energeticField::irreversibleEnergy() const{
- return _solver->getIPField()->computeIrreversibleEnergy(IPStateBase::current);
+double energeticField::pathFollowingLocalValue() const{
+ if (_solver->withPathFollowing()){
+ return _solver->getIPField()->computePathFollowingLocalValue(IPStateBase::current);
+ }
+ else{
+ return 0.;
+ }
};
void energeticField::externalWork()const{ // for multiSystem takes only the first one (displacement)
@@ -286,26 +333,29 @@ int energeticField::fractureEnergy(double* arrayEnergy) const
void energeticField::get(partDomain *dom,MElement *ele,std::vector<double> &ener, const int cc,
const nlsField::ElemValue ev)const{
switch(cc){
- //case 0:
- // ener[0] = this->kineticEnergy(ele,dom) + this->deformationEnergy(ele,dom);
- // break;
- case 1:
+ case 0:
ener[0] = this->kineticEnergy(ele,dom);
break;
- case 2:
+ case 1:
ener[0] = this->deformationEnergy(ele,dom);
break;
+ case 2:
+ ener[0] = this->plasticEnergy(ele,dom);
+ break;
case 3:
ener[0] = _wext; // false fix this (How and Interrest ?)
break;
case 4:
- ener[0] = this->plasticEnergy(ele,dom);
+ ener[0] = this->damageEnergy(ele,dom);
break;
case 5:
- ener[0] = this->irreversibleEnergy(ele,dom);
+ ener[0] = this->kineticEnergy(ele,dom) + this->deformationEnergy(ele,dom);
break;
+ case 6:
+ ener[0] = this->pathFollowingLocalValue(ele,dom);
+ break;
default:
- ener[0] = this->kineticEnergy(ele,dom) + this->deformationEnergy(ele,dom);
+ Msg::Fatal("energy type %d is not defined",cc);
break;
}
};
@@ -315,7 +365,7 @@ double energeticField::get(whichEnergy we) const
switch(we)
{
case kinetic: case deformation:
- case plastic: case external: case irreverible: case total:
+ case plastic: case external: case damage: case total: case localPathFollowing:
return _energy[we];
default:
Msg::Fatal("You try to get an energy that does not exist");
@@ -335,33 +385,16 @@ void energeticField::archive(const double time,const int step) {
if(step%_energyComputation == 0)
{
// without MPI transfert user has to sum the contribution of all processors at the end
-/* double ekin,edefo,etot,eplast;
- ekin = this->kineticEnergy();
- edefo= this->deformationEnergy();
- eplast = this->plasticEnergy();
- etot = ekin + edefo;
- fprintf(fpenergy,"%e;%e;%e;%e;%e;%e;\n",time,ekin,edefo,eplast,_wext,etot);
-*/
_energy[0] = this->kineticEnergy();
_energy[1] = this->deformationEnergy();
_energy[2] = this->plasticEnergy();
_energy[3] = _wext;
- _energy[4] = this->irreversibleEnergy();
-
- #if 0 // No exchange of energy each rank stores its own contribution ( 1 each rank stores all the energy)
- #if defined(HAVE_MPI)
- if(Msg::GetCommSize() > 1){
- static double localEnergy[5];
- for(int i=0; i<5; i++) localEnergy[i]=_energy[i];
- MPI_Allreduce(&localEnergy,&_energy,5,MPI_DOUBLE,MPI_SUM,MPI_COMM_WORLD);
- }
- #endif // HAVE_MPI
- # endif // 0 or 1
-
+ _energy[4] = this->damageEnergy();
_energy[5] = _energy[0]+_energy[1];
-
- fprintf(fpenergy,"%e;%e;%e;%e;%e;%e;%e;\n",time,_energy[0], _energy[1], _energy[2], _energy[3],_energy[4],_energy[5]);
- if(step%(_energyComputation*10) == 0)
+ _energy[6] = this->pathFollowingLocalValue();
+
+ fprintf(fpenergy,"%e;%e;%e;%e;%e;%e;%e;%e;\n",time,_energy[0], _energy[1], _energy[2], _energy[3],_energy[4],_energy[5],_energy[6]);
+ if(step%(_energyComputation*1) == 0)
fflush(fpenergy);
}
@@ -387,7 +420,7 @@ void energeticField::archive(const double time,const int step) {
fprintf(fpfrac,"%e;",arrayEnergy[i]);
}
fprintf(fpfrac,"\n");
- if(step%(_fractureEnergyComputation*10) == 0)
+ if(step%(_fractureEnergyComputation*1) == 0)
fflush(fpfrac);
}
}
@@ -403,7 +436,7 @@ energeticField::restart()
{
elementsField::restart();
restartManager::restart(_wext);
- restartManager::restart(_energy,6);
+ restartManager::restart(_energy,7);
restartManager::restart(_fextn);
restartManager::restart(_dispn);
restartManager::restart(_fextnp1);
@@ -426,7 +459,7 @@ void energeticField::resetFile(){
if(_energyComputation>0)
{
fpenergy = fopen(_fname.c_str(),"a");
- fprintf(fpenergy,"Time;Kinetic;Deformation;Plastic;Wext;Inversible;Total\n");
+ fprintf(fpenergy,"Time;Kinetic;Deformation;Plastic;Wext;Damage;Total;LocalPathFollowing\n");
}
if(_fractureEnergyComputation>0)
{
diff --git a/NonLinearSolver/field/energyField.h b/NonLinearSolver/field/energyField.h
index 8a4ce54c4447a45ca0d0b45238a6cc4eea85cbab..a197772966c2df961a2e8ccea4d5c1d63401dadb 100644
--- a/NonLinearSolver/field/energyField.h
+++ b/NonLinearSolver/field/energyField.h
@@ -32,15 +32,16 @@ class energeticField : public elementsField{
mutable std::map<Dof,double> _fextnp1;
mutable std::map<Dof,double> _dispnp1;
mutable double _wext;
- double _energy[6]; // keep in memory to get it
+ double _energy[7]; // keep in memory to get it
public:
enum whichEnergy{
kinetic=0,
deformation=1,
plastic=2,
external=3,
- irreverible=4,
- total =5
+ damage=4,
+ total =5,
+ localPathFollowing=6
};
#ifndef SWIG
energeticField(nonLinearMechSolver* sl, const std::vector<dataBuildView> &dbview_,
@@ -56,12 +57,18 @@ class energeticField : public elementsField{
// functions to compute the different parts of energy
double kineticEnergy() const; // More efficient than a loop on element thanks to vector operation via PETSC
double kineticEnergy(MElement *ele, const partDomain *dom) const;
+ // deformation part
double deformationEnergy(MElement *ele, const partDomain *dom) const;
double deformationEnergy() const;
+ // plastic part
double plasticEnergy(MElement *ele, const partDomain *dom) const;
double plasticEnergy() const;
- double irreversibleEnergy(MElement *ele, const partDomain *dom) const;
- double irreversibleEnergy() const;
+ // damage part
+ double damageEnergy(MElement *ele, const partDomain *dom) const;
+ double damageEnergy() const;
+ // pathfollowing part
+ double pathFollowingLocalValue(MElement *ele, const partDomain *dom) const;
+ double pathFollowingLocalValue() const;
void externalWork()const; // it is stored in a internal variable _wext
int fractureEnergy(double* arrayEnergy) const; // int return the number of components to archive (max 12) the first one is the total energy
diff --git a/NonLinearSolver/internalPoints/ipCohesive.h b/NonLinearSolver/internalPoints/ipCohesive.h
index 75526a792d62f4f286083f4ca8f0808782119683..89720c5a6fc9245116c41cc1e65f645672180db7 100644
--- a/NonLinearSolver/internalPoints/ipCohesive.h
+++ b/NonLinearSolver/internalPoints/ipCohesive.h
@@ -16,7 +16,7 @@
#include "ipvariable.h"
#include "STensor3.h"
-class IPCohesive : public IPVariable{
+class IPCohesive : public IPVariableMechanics{
protected:
double _beta; // mixmode parameter
double _Kp; // initial penalty
@@ -37,12 +37,12 @@ class IPCohesive : public IPVariable{
STensor3 _DIrreversibleEnergyDF;
public:
- IPCohesive():IPVariable(),_beta(0.),_Kp(0.),_sigmac(0.),_deltac(0.),
+ IPCohesive():IPVariableMechanics(),_beta(0.),_Kp(0.),_sigmac(0.),_deltac(0.),
_delta0(0.),_deltamax(0.),_sigmamax(0.),_cohesiveDamage(0.),
_DcohesiveDamageDdelta(0.),_tension(true),_fracEnergy(0.),
_reversibleEnergy(0.),_irreversibleEnergy(0.),_effectivePotential(0.),
_DIrreversibleEnergyDJump(0.),_DIrreversibleEnergyDF(0.){}
- IPCohesive(const IPCohesive& src):IPVariable(src),_beta(src._beta),_Kp(src._Kp),_sigmac(src._sigmac),_deltac(src._deltac),
+ IPCohesive(const IPCohesive& src):IPVariableMechanics(src),_beta(src._beta),_Kp(src._Kp),_sigmac(src._sigmac),_deltac(src._deltac),
_delta0(src._delta0),_deltamax(src._deltamax),_sigmamax(src._sigmamax),_cohesiveDamage(src._cohesiveDamage),
_DcohesiveDamageDdelta(src._DcohesiveDamageDdelta),_tension(src._tension),
_fracEnergy(src._fracEnergy),_reversibleEnergy(src._reversibleEnergy),
@@ -51,7 +51,7 @@ class IPCohesive : public IPVariable{
_DIrreversibleEnergyDF(src._DIrreversibleEnergyDF){}
virtual IPCohesive& operator=(const IPVariable& src){
- IPVariable::operator=(src);
+ IPVariableMechanics::operator=(src);
const IPCohesive* psrc = dynamic_cast<const IPCohesive*>(&src);
if (psrc != NULL){
_beta = psrc->_beta;
@@ -75,6 +75,10 @@ class IPCohesive : public IPVariable{
}
virtual ~IPCohesive(){}
+
+ virtual double defoEnergy() const {return _reversibleEnergy;};
+ virtual double plasticEnergy() const {return 0.;};
+ virtual double damageEnergy() const {return _irreversibleEnergy;};
virtual double& getRefToMixedModeParameter() {return _beta;}
virtual const double& getConstRefToMixedModeParameter() const{return _beta;}
@@ -152,7 +156,7 @@ class IPCohesive : public IPVariable{
}
virtual void restart(){
- IPVariable::restart();
+ IPVariableMechanics::restart();
restartManager::restart(_beta); // mixmode parameter
restartManager::restart(_Kp); // initial penalty
restartManager::restart(_sigmac); // critical stress
diff --git a/NonLinearSolver/internalPoints/ipField.cpp b/NonLinearSolver/internalPoints/ipField.cpp
index 8e280bfcf6998d6dfc532fa7244e87f05f95114b..ecf6dd7145aaa2a146d3b8d83b448e521f85f0ba 100644
--- a/NonLinearSolver/internalPoints/ipField.cpp
+++ b/NonLinearSolver/internalPoints/ipField.cpp
@@ -45,17 +45,17 @@ void IPField::nextStep(const double time){
_solver->getOtherRanks(Msg::GetCommRank(),otherRanks);
if (otherRanks.size() > 0){
std::vector<int> brokenIPs;
- std::vector<int> blockDamageIPs;
+ std::vector<int> blockDissipationIPs;
for (int idom=0; idom< domainVector->size(); idom++){
(*domainVector)[idom]->getBrokenIPs(brokenIPs);
- (*domainVector)[idom]->getBlockDamageIps(blockDamageIPs);
+ (*domainVector)[idom]->getBlockDissipationIps(blockDissipationIPs);
}
// send data
for (std::set<int>::const_iterator it = otherRanks.begin(); it != otherRanks.end(); it++){
int otherRank = *it;
int sizeIPData[2];
sizeIPData[0] = brokenIPs.size();
- sizeIPData[1] = blockDamageIPs.size();
+ sizeIPData[1] = blockDissipationIPs.size();
int tag = numericalMaterialBase::createTypeWithTwoInts(Msg::GetCommRank(),1);
MPI_Send(sizeIPData,2,MPI_INT,otherRank,tag,MPI_COMM_WORLD);
int bufferSize = sizeIPData[0]+sizeIPData[1];
@@ -65,7 +65,7 @@ void IPField::nextStep(const double time){
buffer[i] = brokenIPs[i];
}
for (int i=0; i< sizeIPData[1]; i++){
- buffer[i+sizeIPData[0]] = blockDamageIPs[i];
+ buffer[i+sizeIPData[0]] = blockDissipationIPs[i];
}
tag = numericalMaterialBase::createTypeWithTwoInts(Msg::GetCommRank(),2);
MPI_Send(&buffer[0],bufferSize,MPI_INT,otherRank,tag,MPI_COMM_WORLD);
@@ -110,7 +110,7 @@ void IPField::nextStep(const double time){
IPVariableMechanics* ipvMecha = dynamic_cast<IPVariableMechanics*>(ipv);
//printf("rank %d block damage %d \n",Msg::GetCommRank(),buffer[i]);
if (ipvMecha != NULL){
- ipvMecha->blockDamage(true);
+ ipvMecha->blockDissipation(true);
}
}
}
@@ -125,25 +125,25 @@ void IPField::nextStep(const double time){
_AIPS->nextStep();
}
-void IPField::checkActiveDamage(const IPStateBase::whichState ws){
+void IPField::checkActiveDissipation(const IPStateBase::whichState ws){
// check active damage state
// should be call after
- _numOfActiveDamageIPs = 0;
+ _numOfActiveDissipationIPs = 0;
for (AllIPState::ipstateContainer::const_iterator it = _AIPS->begin(); it!= _AIPS->end(); it++){
const std::vector<IPStateBase*> *vips = &((*it).second);
for (int i = 0; i< vips->size(); i++){
const IPVariableMechanics* ipvcur = dynamic_cast<const IPVariableMechanics*>((*vips)[i]->getState(ws));
if (ipvcur != NULL){
- if (ipvcur->isActiveDamage()){
- _numOfActiveDamageIPs++;
+ if (ipvcur->dissipationIsActive()){
+ _numOfActiveDissipationIPs++;
}
}
}
}
- if (_numOfActiveDamageIPs > 0){
- _numOfActiveDamageIPsReached = _numOfActiveDamageIPs;
- this->copy(ws,IPStateBase::previousActiveDamage);
+ if (_numOfActiveDissipationIPs > 0){
+ _numOfActiveDissipationIPsReached = _numOfActiveDissipationIPs;
+ this->copy(ws,IPStateBase::activeDissipation);
}
};
@@ -246,7 +246,7 @@ void IPField::archive(const double time, const int step){
if(ipa.evalue==nlsField::mean && totalVolume!=0.) totalValue/=totalVolume;
// FILE *fp = fopen(ipa.fname.c_str(),"a");
fprintf(ipa.fp,"%e;%e\n",time,totalValue);
- if(step%(ipa.nstep*10) == 0)
+ if(step%(ipa.nstep*1) == 0)
fflush (ipa.fp);
// fclose(fp);
}
@@ -335,21 +335,25 @@ double IPField::computeInterfaceDeformationEnergy(MElement *ele, const dgPartDom
}
for(int i=0;i<npts;i++){
- IPStateBase* ips = (*vips)[i];
+ IPStateBase* ipsm = (*vips)[i];
+ IPStateBase* ipsp = (*vips)[i+npts];
+
#ifdef DEBUG_
- IPVariableMechanics *ipv = dynamic_cast<IPVariableMechanics*>(ips->getState(ws));
- if(ipv == NULL){
+ IPVariableMechanics *ipvm = dynamic_cast<IPVariableMechanics*>(ipsm->getState(ws));
+ IPVariableMechanics *ipvp = dynamic_cast<IPVariableMechanics*>(ipsp->getState(ws));
+ if(ipvm == NULL){
Msg::Error("Compute defo energy on an non mechanics gauss' point");
return 0.;
}
#else
- IPVariableMechanics *ipv = static_cast<IPVariableMechanics*>(ips->getState(ws));
+ IPVariableMechanics *ipvm = static_cast<IPVariableMechanics*>(ipsm->getState(ws));
+ IPVariableMechanics *ipvp = static_cast<IPVariableMechanics*>(ipsp->getState(ws));
#endif // DEBUG_
- IPVariable2ForFractureBase* ipvFrac = dynamic_cast<IPVariable2ForFractureBase*>(ipv);
- if (ipvFrac != NULL){
- if (ipvFrac->isbroken()){
- double enerpt = ipv->defoEnergy();
+ IPVariable2ForFractureBase* ipvmFrac = dynamic_cast<IPVariable2ForFractureBase*>(ipvm);
+ if (ipvmFrac != NULL){
+ if (ipvmFrac->isbroken()){
+ double enerpt = 0.5*(ipvm->defoEnergy()+ipvp->defoEnergy());
// gauss point weight
double weight = GP[i].weight;
ener += weight*vdetJ[i]*enerpt;
@@ -440,6 +444,64 @@ double IPField::computeBulkPlasticEnergy(MElement *ele, const partDomain *dom, c
return ener;
}
+double IPField::computeInterfacePlasticEnergy(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const
+{
+ IntPt *GP;
+ double jac[3][3];
+ int npts = dom->getInterfaceGaussIntegrationRule()->getIntPoints(ele,&GP);
+ AllIPState::ipstateElementContainer *vips = _AIPS->getIPstate(ele->getNum());
+ double ener =0.;
+ // Jacobian values;
+ std::vector<double> vdetJ(npts);
+ nlsFunctionSpaceUVW<double>* nlsspace = dynamic_cast<nlsFunctionSpaceUVW<double>*>(dom->getFunctionSpace());
+ if(nlsspace!=NULL)
+ {
+ std::vector<std::vector<TensorialTraits<double>::GradType> > vgradsuvw;
+ nlsspace->getgradfuvw(ele,npts,GP,vgradsuvw);
+ for(int i=0;i<npts;i++)
+ {
+ vdetJ[i] = ele->getJacobian(vgradsuvw[i],jac);
+ }
+ }
+ else
+ {
+ for(int i=0;i<npts;i++)
+ {
+ const double u = GP[i].pt[0]; const double v = GP[i].pt[1]; const double w = GP[i].pt[2];
+ vdetJ[i] = ele->getJacobian(u, v, w, jac);
+ }
+ }
+
+ for(int i=0;i<npts;i++){
+ IPStateBase* ipsm = (*vips)[i];
+ IPStateBase* ipsp = (*vips)[i+npts];
+ #ifdef DEBUG_
+ IPVariableMechanics *ipvm = dynamic_cast<IPVariableMechanics*>(ipsm->getState(ws));
+ IPVariableMechanics *ipvp = dynamic_cast<IPVariableMechanics*>(ipsp->getState(ws));
+ if(ipvm == NULL){
+ Msg::Error("Compute defo energy on an non mechanics gauss' point");
+ return 0.;
+ }
+ #else
+ IPVariableMechanics *ipvm = static_cast<IPVariableMechanics*>(ipsm->getState(ws));
+ IPVariableMechanics *ipvp = static_cast<IPVariableMechanics*>(ipsp->getState(ws));
+ #endif // DEBUG_
+
+ IPVariable2ForFractureBase* ipvmFrac = dynamic_cast<IPVariable2ForFractureBase*>(ipvm);
+ if (ipvmFrac != NULL){
+ if (ipvmFrac->isbroken()){
+ double enerpt = 0.5*(ipvm->plasticEnergy()+ipvp->plasticEnergy());
+ // gauss point weight
+ double weight = GP[i].weight;
+ ener += weight*vdetJ[i]*enerpt;
+ }
+
+ }
+ }
+ return ener;
+}
+
+
double IPField::computePlasticEnergy(const IPStateBase::whichState ws) const{
const std::vector<partDomain*>* domainVector = _solver->getDomainVector();
double ener=0.;
@@ -449,12 +511,34 @@ double IPField::computePlasticEnergy(const IPStateBase::whichState ws) const{
MElement *ele = *it;
ener += this->computeBulkPlasticEnergy(ele,dom,ws);
}
+ if (dom->IsInterfaceTerms()){
+ dgPartDomain* dgdom = static_cast<dgPartDomain*>(dom);
+ for(groupOfElements::elementContainer::const_iterator it=dgdom->gi->begin(); it!=dgdom->gi->end(); ++it){
+ MElement *ele = *it;
+ #if defined(HAVE_MPI)
+ if(Msg::GetCommSize()>1)
+ {
+ MInterfaceElement *iele = dynamic_cast<MInterfaceElement*>(ele);
+ if(iele->getElem(0)->getPartition()==0 or iele->getElem(0)->getPartition() == Msg::GetCommRank()+1) // if - element is ghost not computed to avoid to count twice the contribution
+ {
+ ener += this->computeInterfacePlasticEnergy(ele,dgdom,ws);
+ }
+ }
+ else
+ #endif // HAVE_MPI
+ {
+ ener += this->computeInterfacePlasticEnergy(ele,dgdom,ws);
+ }
+
+ }
+ }
}
return ener;
}
-double IPField::computeBulkIrreversibleEnergy(MElement *ele, const partDomain *dom, const IPStateBase::whichState ws) const{
- IntPt *GP;
+double IPField::computeBulkDamageEnergy(MElement *ele, const partDomain *dom, const IPStateBase::whichState ws) const
+{
+ IntPt *GP;
double jac[3][3];
int npts = dom->getBulkGaussIntegrationRule()->getIntPoints(ele,&GP);
AllIPState::ipstateElementContainer *vips = _AIPS->getIPstate(ele->getNum());
@@ -490,20 +574,21 @@ double IPField::computeBulkIrreversibleEnergy(MElement *ele, const partDomain *d
#else
IPVariableMechanics *ipv = static_cast<IPVariableMechanics*>(ips->getState(ws));
#endif // DEBUG_
- double enerpt = ipv->irreversibleEnergy();
+ double enerpt = ipv->damageEnergy();
// gauss point weight
double weight = GP[i].weight;
ener += weight*vdetJ[i]*enerpt;
}
return ener;
-};
+}
-double IPField::computeInterfaceIrreversibleEnergy(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const{
- IntPt *GP;
- static double jac[3][3];
+double IPField::computeInterfaceDamageEnergy(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const
+{
+ IntPt *GP;
+ double jac[3][3];
int npts = dom->getInterfaceGaussIntegrationRule()->getIntPoints(ele,&GP);
AllIPState::ipstateElementContainer *vips = _AIPS->getIPstate(ele->getNum());
- double ener =0.;
+ double ener =0.;
// Jacobian values;
std::vector<double> vdetJ(npts);
nlsFunctionSpaceUVW<double>* nlsspace = dynamic_cast<nlsFunctionSpaceUVW<double>*>(dom->getFunctionSpace());
@@ -524,98 +609,244 @@ double IPField::computeInterfaceIrreversibleEnergy(MElement *ele, const dgPartDo
vdetJ[i] = ele->getJacobian(u, v, w, jac);
}
}
- for(int i=0;i<npts;i++){ // loop on minus interface only to compute energy (otherwise it would be computed twice)
- IPStateBase* ips = (*vips)[i];
- IPVariableMechanics *ipv = static_cast<IPVariableMechanics*>(ips->getState(ws));
-
- IPVariable2ForFractureBase* ipvFrac = dynamic_cast<IPVariable2ForFractureBase*>(ipv);
- if (ipvFrac != NULL){
- // gauss point weight
- if (ipvFrac->isbroken()){
- double enerpt = ipv->irreversibleEnergy();
+
+ for(int i=0;i<npts;i++){
+ IPStateBase* ipsm = (*vips)[i];
+ IPStateBase* ipsp = (*vips)[i+npts];
+ #ifdef DEBUG_
+ IPVariableMechanics *ipvm = dynamic_cast<IPVariableMechanics*>(ipsm->getState(ws));
+ IPVariableMechanics *ipvp = dynamic_cast<IPVariableMechanics*>(ipsp->getState(ws));
+ if(ipvm == NULL){
+ Msg::Error("Compute defo energy on an non mechanics gauss' point");
+ return 0.;
+ }
+ #else
+ IPVariableMechanics *ipvm = static_cast<IPVariableMechanics*>(ipsm->getState(ws));
+ IPVariableMechanics *ipvp = static_cast<IPVariableMechanics*>(ipsp->getState(ws));
+ #endif // DEBUG_
+
+ IPVariable2ForFractureBase* ipvmFrac = dynamic_cast<IPVariable2ForFractureBase*>(ipvm);
+ if (ipvmFrac != NULL){
+ if (ipvmFrac->isbroken()){
+ double enerpt = 0.5*(ipvm->damageEnergy()+ipvp->damageEnergy());
+ // gauss point weight
double weight = GP[i].weight;
- const double wJ = weight*vdetJ[i];
ener += weight*vdetJ[i]*enerpt;
}
}
}
return ener;
-};
+}
-double IPField::computeIrreversibleEnergy(const IPStateBase::whichState ws) const{
+
+double IPField::computeDamageEnergy(const IPStateBase::whichState ws) const{
const std::vector<partDomain*>* domainVector = _solver->getDomainVector();
double ener=0.;
for(std::vector<partDomain*>::const_iterator itdom=domainVector->begin(); itdom!=domainVector->end(); ++itdom){
partDomain *dom = *itdom;
for(groupOfElements::elementContainer::const_iterator it=dom->g_cbegin(); it!=dom->g_cend(); ++it){
MElement *ele = *it;
- ener += this->computeBulkIrreversibleEnergy(ele,dom,ws);
+ ener += this->computeBulkDamageEnergy(ele,dom,ws);
}
-
- // interface energy
- if(dom->IsInterfaceTerms()) // otherwise no fracture
- {
- const dgPartDomain* dgdom = static_cast<const dgPartDomain*>(dom);
- if((dgdom->getMaterialLawMinus()->getType() == materialLaw::fracture) and (dgdom->getMaterialLawPlus()->getType() == materialLaw::fracture))//comment it to get H1 norm in the interface e.g. LinearThermoMech
- {
- for(groupOfElements::elementContainer::const_iterator it=dgdom->gi->begin(); it!=dgdom->gi->end(); ++it)
+ if (dom->IsInterfaceTerms()){
+ dgPartDomain* dgdom = static_cast<dgPartDomain*>(dom);
+ for(groupOfElements::elementContainer::const_iterator it=dgdom->gi->begin(); it!=dgdom->gi->end(); ++it){
+ MElement *ele = *it;
+ #if defined(HAVE_MPI)
+ if(Msg::GetCommSize()>1)
{
- MElement *ele = *it;
- #if defined(HAVE_MPI)
- if(Msg::GetCommSize()>1)
- {
- MInterfaceElement *iele = dynamic_cast<MInterfaceElement*>(ele);
- if(iele->getElem(0)->getPartition()==0 or iele->getElem(0)->getPartition() == Msg::GetCommRank()+1) // if - element is ghost not computed to avoid to count twice the contribution
- {
- ener += this->computeInterfaceIrreversibleEnergy(ele,dgdom,ws);
- }
- }
- else
- #endif // HAVE_MPI
+ MInterfaceElement *iele = dynamic_cast<MInterfaceElement*>(ele);
+ if(iele->getElem(0)->getPartition()==0 or iele->getElem(0)->getPartition() == Msg::GetCommRank()+1) // if - element is ghost not computed to avoid to count twice the contribution
{
- ener += this->computeInterfaceIrreversibleEnergy(ele,dgdom,ws);
+ ener += this->computeInterfaceDamageEnergy(ele,dgdom,ws);
}
}
+ else
+ #endif // HAVE_MPI
+ {
+ ener += this->computeInterfaceDamageEnergy(ele,dgdom,ws);
+ }
+
}
}
}
return ener;
-};
+}
-double IPField::computeInterfaceIrreversibleEnergy(const IPStateBase::whichState ws) const{
- const std::vector<partDomain*>* domainVector = _solver->getDomainVector();
+double IPField::computeBulkPathFollowingLocalValue(MElement *ele, const partDomain *dom, const IPStateBase::whichState ws) const{
+ IntPt *GP;
+ double jac[3][3];
+ int npts = dom->getBulkGaussIntegrationRule()->getIntPoints(ele,&GP);
+ AllIPState::ipstateElementContainer *vips = _AIPS->getIPstate(ele->getNum());
+ double ener =0.;
+ // Jacobian values;
+ std::vector<double> vdetJ(npts);
+ nlsFunctionSpaceUVW<double>* nlsspace = dynamic_cast<nlsFunctionSpaceUVW<double>*>(dom->getFunctionSpace());
+ if(nlsspace!=NULL)
+ {
+ std::vector<std::vector<TensorialTraits<double>::GradType> > vgradsuvw;
+ nlsspace->getgradfuvw(ele,npts,GP,vgradsuvw);
+ for(int i=0;i<npts;i++)
+ {
+ vdetJ[i] = ele->getJacobian(vgradsuvw[i],jac);
+ }
+ }
+ else
+ {
+ for(int i=0;i<npts;i++)
+ {
+ const double u = GP[i].pt[0]; const double v = GP[i].pt[1]; const double w = GP[i].pt[2];
+ vdetJ[i] = ele->getJacobian(u, v, w, jac);
+ }
+ }
+ for(int i=0;i<npts;i++){
+ IPStateBase* ips = (*vips)[i];
+ #ifdef DEBUG_
+ IPVariableMechanics *ipv = dynamic_cast<IPVariableMechanics*>(ips->getState(ws));
+ if(ipv == NULL){
+ Msg::Error("Compute plastic energy on an non mechanics gauss' point");
+ return 0.;
+ }
+ #else
+ IPVariableMechanics *ipv = static_cast<IPVariableMechanics*>(ips->getState(ws));
+ #endif // DEBUG_
+ double enerpt = ipv->irreversibleEnergy();
+ // gauss point weight
+ double weight = GP[i].weight;
+ ener += weight*vdetJ[i]*enerpt;
+ }
+ return ener;
+};
- double ener=0.;
- for(std::vector<partDomain*>::const_iterator itdom=domainVector->begin(); itdom!=domainVector->end(); ++itdom){
- partDomain *dom = *itdom;
+double IPField::computeInterfacePathFollowingLocalValue(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const{
+ IntPt *GP;
+ static double jac[3][3];
+ int npts = dom->getInterfaceGaussIntegrationRule()->getIntPoints(ele,&GP);
+ AllIPState::ipstateElementContainer *vips = _AIPS->getIPstate(ele->getNum());
+ double ener =0.;
+ // Jacobian values;
+ std::vector<double> vdetJ(npts);
+ nlsFunctionSpaceUVW<double>* nlsspace = dynamic_cast<nlsFunctionSpaceUVW<double>*>(dom->getFunctionSpace());
+ if(nlsspace!=NULL)
+ {
+ std::vector<std::vector<TensorialTraits<double>::GradType> > vgradsuvw;
+ nlsspace->getgradfuvw(ele,npts,GP,vgradsuvw);
+ for(int i=0;i<npts;i++)
+ {
+ vdetJ[i] = ele->getJacobian(vgradsuvw[i],jac);
+ }
+ }
+ else
+ {
+ for(int i=0;i<npts;i++)
+ {
+ const double u = GP[i].pt[0]; const double v = GP[i].pt[1]; const double w = GP[i].pt[2];
+ vdetJ[i] = ele->getJacobian(u, v, w, jac);
+ }
+ }
+ for(int i=0;i<npts;i++){ // loop on minus interface only to compute energy (otherwise it would be computed twice)
+ IPStateBase* ips = (*vips)[i];
+ IPVariableMechanics *ipv = static_cast<IPVariableMechanics*>(ips->getState(ws));
- // interface energy
- if(dom->IsInterfaceTerms()) // otherwise no fracture
- {
- const dgPartDomain* dgdom = static_cast<const dgPartDomain*>(dom);
- if((dgdom->getMaterialLawMinus()->getType() == materialLaw::fracture) and (dgdom->getMaterialLawPlus()->getType() == materialLaw::fracture))//comment it to get H1 norm in the interface e.g. LinearThermoMech
- {
- for(groupOfElements::elementContainer::const_iterator it=dgdom->gi->begin(); it!=dgdom->gi->end(); ++it)
- {
- MElement *ele = *it;
- #if defined(HAVE_MPI)
- if(Msg::GetCommSize()>1)
- {
- MInterfaceElement *iele = dynamic_cast<MInterfaceElement*>(ele);
- if(iele->getElem(0)->getPartition()==0 or iele->getElem(0)->getPartition() == Msg::GetCommRank()+1) // if - element is ghost not computed to avoid to count twice the contribution
- {
- ener += this->computeInterfaceIrreversibleEnergy(ele,dgdom,ws);
- }
- }
- else
- #endif // HAVE_MPI
- {
- ener += this->computeInterfaceIrreversibleEnergy(ele,dgdom,ws);
- }
- }
+ IPVariable2ForFractureBase* ipvFrac = dynamic_cast<IPVariable2ForFractureBase*>(ipv);
+ if (ipvFrac != NULL){
+ // gauss point weight
+ if (ipvFrac->isbroken()){
+ double enerpt = ipv->irreversibleEnergy();
+ double weight = GP[i].weight;
+ const double wJ = weight*vdetJ[i];
+ ener += weight*vdetJ[i]*enerpt;
}
+
}
+ }
+ return ener;
+};
+
+double IPField::computePathFollowingLocalValue(const IPStateBase::whichState ws) const{
+ const std::vector<partDomain*>* domainVector = _solver->getDomainVector();
+ double ener=0.;
+ if (_solver->withPathFollowing()){
+ if (_solver->getPathFollowingLocation() == nonLinearMechSolver::BULK_INTERFACE){
+ for(std::vector<partDomain*>::const_iterator itdom=domainVector->begin(); itdom!=domainVector->end(); ++itdom){
+ partDomain *dom = *itdom;
+ for(groupOfElements::elementContainer::const_iterator it=dom->g_cbegin(); it!=dom->g_cend(); ++it){
+ MElement *ele = *it;
+ ener += this->computeBulkPathFollowingLocalValue(ele,dom,ws);
+ }
+
+ // interface energy
+ if(dom->IsInterfaceTerms()) // otherwise no fracture
+ {
+ const dgPartDomain* dgdom = static_cast<const dgPartDomain*>(dom);
+ if((dgdom->getMaterialLawMinus()->getType() == materialLaw::fracture) and (dgdom->getMaterialLawPlus()->getType() == materialLaw::fracture))//comment it to get H1 norm in the interface e.g. LinearThermoMech
+ {
+ for(groupOfElements::elementContainer::const_iterator it=dgdom->gi->begin(); it!=dgdom->gi->end(); ++it)
+ {
+ MElement *ele = *it;
+ #if defined(HAVE_MPI)
+ if(Msg::GetCommSize()>1)
+ {
+ MInterfaceElement *iele = dynamic_cast<MInterfaceElement*>(ele);
+ if(iele->getElem(0)->getPartition()==0 or iele->getElem(0)->getPartition() == Msg::GetCommRank()+1) // if - element is ghost not computed to avoid to count twice the contribution
+ {
+ ener += this->computeInterfacePathFollowingLocalValue(ele,dgdom,ws);
+ }
+ }
+ else
+ #endif // HAVE_MPI
+ {
+ ener += this->computeInterfacePathFollowingLocalValue(ele,dgdom,ws);
+ }
+ }
+ }
+ }
+ }
+ }
+ else if (_solver->getPathFollowingLocation() == nonLinearMechSolver::BULK){
+ for(std::vector<partDomain*>::const_iterator itdom=domainVector->begin(); itdom!=domainVector->end(); ++itdom){
+ partDomain *dom = *itdom;
+ // interface energy
+ if(dom->IsInterfaceTerms()) // otherwise no fracture
+ {
+ const dgPartDomain* dgdom = static_cast<const dgPartDomain*>(dom);
+ if((dgdom->getMaterialLawMinus()->getType() == materialLaw::fracture) and (dgdom->getMaterialLawPlus()->getType() == materialLaw::fracture))//comment it to get H1 norm in the interface e.g. LinearThermoMech
+ {
+ for(groupOfElements::elementContainer::const_iterator it=dgdom->gi->begin(); it!=dgdom->gi->end(); ++it)
+ {
+ MElement *ele = *it;
+ #if defined(HAVE_MPI)
+ if(Msg::GetCommSize()>1)
+ {
+ MInterfaceElement *iele = dynamic_cast<MInterfaceElement*>(ele);
+ if(iele->getElem(0)->getPartition()==0 or iele->getElem(0)->getPartition() == Msg::GetCommRank()+1) // if - element is ghost not computed to avoid to count twice the contribution
+ {
+ ener += this->computeInterfacePathFollowingLocalValue(ele,dgdom,ws);
+ }
+ }
+ else
+ #endif // HAVE_MPI
+ {
+ ener += this->computeInterfacePathFollowingLocalValue(ele,dgdom,ws);
+ }
+ }
+ }
+ }
+ }
+ }
+ else if (_solver->getPathFollowingLocation() == nonLinearMechSolver::INTERFACE){
+ for(std::vector<partDomain*>::const_iterator itdom=domainVector->begin(); itdom!=domainVector->end(); ++itdom){
+ partDomain *dom = *itdom;
+ for(groupOfElements::elementContainer::const_iterator it=dom->g_cbegin(); it!=dom->g_cend(); ++it){
+ MElement *ele = *it;
+ ener += this->computeBulkPathFollowingLocalValue(ele,dom,ws);
+ }
+ }
+ }
+ else{
+ Msg::Fatal("path following location %d has not been correctly defined",_solver->getPathFollowingLocation());
+ }
}
return ener;
};
@@ -726,7 +957,7 @@ int IPField::computeFractureEnergy(double * arrayEnergy,const IPStateBase::which
IPField::IPField(nonLinearMechSolver* sl, std::vector<ip2archive> &vaip,
const std::vector<dataBuildView> &dbview_, std::string filename):
_solver(sl),elementsField(filename,100000000,1,dbview_),
- _numOfActiveDamageIPs(0),_numOfActiveDamageIPsReached(0){
+ _numOfActiveDissipationIPs(0),_numOfActiveDissipationIPsReached(0){
// Creation of storage for IP data
std::vector<partDomain*>* domainVector = _solver->getDomainVector();
_AIPS = new AllIPState(*domainVector);
@@ -1101,7 +1332,7 @@ void IPField::closeFile()
};
}
-void IPField::blockDamage(const IPStateBase::whichState ws, const bool fl){
+void IPField::blockDissipation(const IPStateBase::whichState ws, const bool fl){
AllIPState::ipstateContainer& allMap =*(_AIPS->getAIPSContainer());
for(AllIPState::ipstateContainer::iterator it=allMap.begin(); it!=allMap.end();++it){
std::vector<IPStateBase*>& vips = ((*it).second);
@@ -1109,7 +1340,7 @@ void IPField::blockDamage(const IPStateBase::whichState ws, const bool fl){
IPVariable* ipv = vips[i]->getState(ws);
IPVariableMechanics* ipvMeca = dynamic_cast<IPVariableMechanics*>(ipv);
if (ipvMeca!=NULL){
- ipvMeca->blockDamage(fl);
+ ipvMeca->blockDissipation(fl);
}
}
}
diff --git a/NonLinearSolver/internalPoints/ipField.h b/NonLinearSolver/internalPoints/ipField.h
index f6e29fec3c2262ff0da1f65f4adbcd0c774ff4ba..ad82bd8650beff44cf635e4fc460bc40292b1e37 100644
--- a/NonLinearSolver/internalPoints/ipField.h
+++ b/NonLinearSolver/internalPoints/ipField.h
@@ -180,8 +180,8 @@ class IPField : public elementsField {
AllIPState *_AIPS;
std::vector<ip2archive> viparch;
nonLinearMechSolver* _solver; // solver to which ipField belongs
- int _numOfActiveDamageIPs;
- int _numOfActiveDamageIPsReached;
+ int _numOfActiveDissipationIPs;
+ int _numOfActiveDissipationIPsReached;
public :
IPField(nonLinearMechSolver* sl, std::vector<ip2archive> &vaip,
@@ -209,9 +209,9 @@ class IPField : public elementsField {
// Interaction with Aips
void copy(IPStateBase::whichState source, IPStateBase::whichState dest){_AIPS->copy(source,dest);}
void nextStep(const double time=0.);
- int getNumOfActiveDamageIPs() const {return _numOfActiveDamageIPsReached;};
- int getNumOfActiveDamageIPsCurrent() const {return _numOfActiveDamageIPs;};
- void checkActiveDamage(const IPStateBase::whichState ws);
+ int getNumOfActiveDissipationIPs() const {return _numOfActiveDissipationIPsReached;};
+ int getNumOfActiveDissipationIPsCurrent() const {return _numOfActiveDissipationIPs;};
+ void checkActiveDissipation(const IPStateBase::whichState ws);
// initial broken
void initialBroken(GModel* pModel, std::vector<int> &vnumphys);
@@ -344,21 +344,24 @@ class IPField : public elementsField {
double computeDeformationEnergy(const IPStateBase::whichState ws) const;
double computeBulkPlasticEnergy(MElement *ele, const partDomain *dom, const IPStateBase::whichState ws) const;
+ double computeInterfacePlasticEnergy(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const;
double computePlasticEnergy(const IPStateBase::whichState ws) const;
+
+ double computeBulkDamageEnergy(MElement *ele, const partDomain *dom, const IPStateBase::whichState ws) const;
+ double computeInterfaceDamageEnergy(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const;
+ double computeDamageEnergy(const IPStateBase::whichState ws) const;
- double computeBulkIrreversibleEnergy(MElement *ele, const partDomain *dom, const IPStateBase::whichState ws) const;
- double computeInterfaceIrreversibleEnergy(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const;
- double computeIrreversibleEnergy(const IPStateBase::whichState ws) const;
+ double computeBulkPathFollowingLocalValue(MElement *ele, const partDomain *dom, const IPStateBase::whichState ws) const;
+ double computeInterfacePathFollowingLocalValue(MElement *ele, const dgPartDomain *dom, const IPStateBase::whichState ws) const;
+ double computePathFollowingLocalValue(const IPStateBase::whichState ws) const;
- double computeInterfaceIrreversibleEnergy(const IPStateBase::whichState ws) const;
-
int computeFractureEnergy(MElement *ele,const dgPartDomain *dom,double* arrayEnergy, const IPStateBase::whichState ws) const;
int computeFractureEnergy(double * arrayEnergy,const IPStateBase::whichState ws) const;
// store all IPVariable values
virtual void restart();
// block damage of problem
- virtual void blockDamage(const IPStateBase::whichState ws, const bool fl);
+ virtual void blockDissipation(const IPStateBase::whichState ws, const bool fl);
virtual void checkCritialInterfaceIP();
diff --git a/NonLinearSolver/internalPoints/ipFiniteStrain.cpp b/NonLinearSolver/internalPoints/ipFiniteStrain.cpp
index 6e392e26cfe81459e5e27dc3093f1145c86f6010..dba79dcc209d37fa368fa63b0ea55b564b29f118 100644
--- a/NonLinearSolver/internalPoints/ipFiniteStrain.cpp
+++ b/NonLinearSolver/internalPoints/ipFiniteStrain.cpp
@@ -96,7 +96,7 @@ std::vector<TensorialTraits<double>::ThirdDevType>& ipFiniteStrain::thirdDevf(Fu
};
double& ipFiniteStrain::getJacobianDeterminant(MInterfaceElement* ele, IntPt &GP) const{
- if (_GPData == NULL){
+ if (_interfaceGPData == NULL){
_interfaceGPData = new IntPtData<double>();
};
MElement* e = dynamic_cast<MElement*>(ele);
diff --git a/NonLinearSolver/internalPoints/ipHyperelastic.cpp b/NonLinearSolver/internalPoints/ipHyperelastic.cpp
index 4d6c91f4c192d74631b4adef924c3cc53c71e921..f64bfcbae7cb1a138f63cf2b167f021c170d4e25 100644
--- a/NonLinearSolver/internalPoints/ipHyperelastic.cpp
+++ b/NonLinearSolver/internalPoints/ipHyperelastic.cpp
@@ -12,7 +12,8 @@
#include "ipHyperelastic.h"
#include "restartManager.h"
-IPHyperViscoElastic::IPHyperViscoElastic(const int N):IPVariableMechanics(),_N(N),_elasticEnergy(0.),_Ee(0.),_corKir(0.){
+IPHyperViscoElastic::IPHyperViscoElastic(const int N):IPVariableMechanics(),_N(N),_elasticEnergy(0.),_Ee(0.),_kirchhoff(0.),
+ _irreversibleEnergy(0.),_DirreversibleEnergyDF(0.){
_A.clear();
_B.clear();
for (int i=0; i< N; i++){
@@ -22,18 +23,21 @@ IPHyperViscoElastic::IPHyperViscoElastic(const int N):IPVariableMechanics(),_N(N
}
};
IPHyperViscoElastic::IPHyperViscoElastic(const IPHyperViscoElastic& src): IPVariableMechanics(src), _Ee(src._Ee),
- _N(src._N),_A(src._A),_B(src._B),_elasticEnergy(src._elasticEnergy), _corKir(src._corKir){};
+ _N(src._N),_A(src._A),_B(src._B),_elasticEnergy(src._elasticEnergy), _kirchhoff(src._kirchhoff),
+ _irreversibleEnergy(src._irreversibleEnergy),_DirreversibleEnergyDF(src._DirreversibleEnergyDF){};
IPHyperViscoElastic& IPHyperViscoElastic::operator =(const IPVariable& src){
IPVariableMechanics::operator =(src);
const IPHyperViscoElastic* psrc = dynamic_cast<const IPHyperViscoElastic*>(&src);
if (psrc != NULL){
_Ee = psrc->_Ee;
- _corKir = psrc->_corKir;
+ _kirchhoff = psrc->_kirchhoff;
_N = psrc->_N;
_A = psrc->_A;
_B = psrc->_B;
_elasticEnergy = psrc->_elasticEnergy;
+ _irreversibleEnergy = psrc->_irreversibleEnergy;
+ _DirreversibleEnergyDF = psrc->_DirreversibleEnergyDF;
}
return *this;
};
@@ -45,145 +49,21 @@ void IPHyperViscoElastic::restart() {
restartManager::restart(_A);
restartManager::restart(_B);
restartManager::restart(_Ee);
- restartManager::restart(_corKir);
-}
-
-IPHyperViscoElastoPlastic::IPHyperViscoElastoPlastic(const J2IsotropicHardening* comp,
- const J2IsotropicHardening* trac,const J2IsotropicHardening* shear,
- const kinematicHardening* kin, const int N) : IPHyperViscoElastic(N),_backsig(0.),
- _Fe(1.),_Fp(1.),_nup(0.5),_plasticEnergy(0.),_irreversibleEnergy(0.),
- _epspCompression(0.),_epspTraction(0.),_epspShear(0.),_epspbarre(0.),
- _DepspbarreDF(0.),_r(0.),_gF(0.),_dgFdF(0.){
- _ipCompression = NULL;
- _ipTraction = NULL;
- _ipShear = NULL;
- _ipKinematic = NULL;
-
- if (comp!= NULL) comp->createIPVariable(_ipCompression);
- if (trac != NULL) trac->createIPVariable(_ipTraction);
- if (shear != NULL) shear->createIPVariable(_ipShear);
- if (kin != NULL) kin->createIPVariable(_ipKinematic);
-};
-IPHyperViscoElastoPlastic::IPHyperViscoElastoPlastic(const IPHyperViscoElastoPlastic& src) :IPHyperViscoElastic(src),
- _backsig(src._backsig),_Fe(src._Fe),_Fp(src._Fp),_nup(src._nup),_plasticEnergy(src._plasticEnergy),_irreversibleEnergy(src._irreversibleEnergy),
- _epspCompression(src._epspCompression),_epspTraction(src._epspTraction),_epspShear(src._epspShear),_epspbarre(src._epspbarre),
- _DepspbarreDF(src._DepspbarreDF),_r(src._r),_gF(src._gF),_dgFdF(src._dgFdF){
-
- if (src._ipCompression != NULL)
- _ipCompression = dynamic_cast<IPJ2IsotropicHardening*>(src._ipCompression->clone());
- else
- _ipCompression = NULL;
-
- if (src._ipTraction != NULL)
- _ipTraction = dynamic_cast<IPJ2IsotropicHardening*>(src._ipTraction->clone());
- else
- _ipTraction = NULL;
-
- if (src._ipShear!= NULL)
- _ipShear =dynamic_cast<IPJ2IsotropicHardening*> (src._ipShear->clone());
- else
- _ipShear = NULL;
-
- if (src._ipKinematic != NULL)
- _ipKinematic = dynamic_cast<IPKinematicHardening*>(src._ipKinematic->clone());
- else
- _ipKinematic = NULL;
-};
-IPHyperViscoElastoPlastic& IPHyperViscoElastoPlastic::operator =(const IPVariable &source){
- IPHyperViscoElastic::operator =(source);
- const IPHyperViscoElastoPlastic* psrc = dynamic_cast<const IPHyperViscoElastoPlastic*>(&source);
- if (psrc != NULL){
- _backsig = psrc->_backsig;
- _Fe = psrc->_Fe;
- _Fp = psrc->_Fp;
- _nup = psrc->_nup;
- _plasticEnergy = psrc->_plasticEnergy;
- _irreversibleEnergy = psrc->_irreversibleEnergy;
- _epspCompression = psrc->_epspCompression;
- _epspTraction = psrc->_epspTraction;
- _epspShear = psrc->_epspShear;
- _epspbarre = psrc->_epspbarre;
- _DepspbarreDF = psrc->_DepspbarreDF;
- _r = psrc->_r;
- _gF = psrc->_gF;
- _dgFdF = psrc->_dgFdF;
-
- if (_ipCompression != NULL) {
- if ( psrc->_ipCompression != NULL){
- _ipCompression->operator=(*dynamic_cast<const IPVariable*>(psrc->_ipCompression));
- }
- }
-
- if (_ipTraction != NULL) {
- if (psrc->_ipTraction != NULL) {
- _ipTraction->operator= (*dynamic_cast<const IPVariable*>(psrc->_ipTraction));
- }
- }
-
- if (_ipShear != NULL) {
- if (psrc->_ipShear != NULL) {
- _ipShear->operator= (*dynamic_cast<const IPVariable*>(psrc->_ipShear));
- }
- }
-
- if (_ipKinematic!= NULL) {
- if (psrc->_ipKinematic != NULL) {
- _ipKinematic->operator= (*dynamic_cast<const IPVariable*>(psrc->_ipKinematic));
- }
- }
- }
- return *this;
-};
-IPHyperViscoElastoPlastic::~IPHyperViscoElastoPlastic(){
- if (_ipCompression != NULL) delete _ipCompression;
- _ipCompression = NULL;
- if (_ipTraction != NULL) delete _ipTraction;
- _ipTraction = NULL;
- if (_ipShear != NULL) delete _ipShear;
- _ipShear = NULL;
- if (_ipKinematic!= NULL) delete _ipKinematic;
- _ipKinematic = NULL;
-};
-
-void IPHyperViscoElastoPlastic::restart() {
- IPHyperViscoElastic::restart();
- if (_ipCompression != NULL)
- restartManager::restart(_ipCompression);
- if (_ipTraction != NULL)
- restartManager::restart(_ipTraction);
- if (_ipShear != NULL)
- restartManager::restart(_ipShear);
- if (_ipKinematic != NULL)
- restartManager::restart(_ipKinematic);
-
- restartManager::restart(_backsig);
- restartManager::restart(_Fe);
- restartManager::restart(_epspbarre);
- restartManager::restart(_Fp);
- restartManager::restart(_nup);
- restartManager::restart(_plasticEnergy);
- restartManager::restart(_epspCompression);
- restartManager::restart(_epspTraction);
- restartManager::restart(_epspShear);
+ restartManager::restart(_kirchhoff);
restartManager::restart(_irreversibleEnergy);
- restartManager::restart(_r);
- restartManager::restart(_DepspbarreDF);
- restartManager::restart(_gF);
- restartManager::restart(_dgFdF);
- return;
+ restartManager::restart(_DirreversibleEnergyDF);
}
-IPHyperelastic::IPHyperelastic(const J2IsotropicHardening* comp,
+IPHyperViscoElastoPlastic::IPHyperViscoElastoPlastic(const J2IsotropicHardening* comp,
const J2IsotropicHardening* trac,
const J2IsotropicHardening* shear,
- const kinematicHardening* kin, const int N):IPVariableMechanics(),
- _backsig(0),_Fp(1.),_epspbarre(0.),_nup(0.), _elasticEnergy(0.),
+ const kinematicHardening* kin, const int N):IPHyperViscoElastic(N),
+ _backsig(0),_Fp(1.),_epspbarre(0.),_nup(0.),
_epspCompression(0.),_epspTraction(0.),_epspShear(0.),
- _J(1.),_Je(1.),_Jp(1.),_DgammaDt(0.),_DGDt(0.),_Fe(1.),_elasticStrainRate(0.),_strainRate(0.),
- _plasticStrainRate(0.),_kirchhoff(0.),_N(N),_Ee(0.),_r(0.),
- _DdevKcorDF(0.),_DpcorDF(0.),_DgammaDF(0.),
- _DFeDF(0.),_DFpDF(0.),_DKcorDF(0.),_gF(0.),_dgFdF(0.){
+ _DgammaDt(0.),_Fe(1.),_r(0.),
+ _DgammaDF(0.),_gF(0.),_dgFdF(0.), _plasticEnergy(0.),
+ _dissipationActive(false),_dissipationBlocked(false){
_ipCompression = NULL;
_ipTraction = NULL;
@@ -194,24 +74,14 @@ IPHyperelastic::IPHyperelastic(const J2IsotropicHardening* comp,
if (trac != NULL) trac->createIPVariable(_ipTraction);
if (shear != NULL) shear->createIPVariable(_ipShear);
if (kin != NULL) kin->createIPVariable(_ipKinematic);
-
- _A.clear();
- _B.clear();
- for (int i=0; i< N; i++){
- STensor3 el(0.);
- _A.push_back(el);
- _B.push_back(0.);
- }
};
-IPHyperelastic::IPHyperelastic(const IPHyperelastic& src):IPVariableMechanics(src),_Fp(src._Fp),_epspbarre(src._epspbarre),_nup(src._nup),
+IPHyperViscoElastoPlastic::IPHyperViscoElastoPlastic(const IPHyperViscoElastoPlastic& src):IPHyperViscoElastic(src),
+ _Fp(src._Fp),_epspbarre(src._epspbarre),_nup(src._nup),
_epspCompression(src._epspCompression),_epspTraction(src._epspTraction),_epspShear(src._epspShear),
- _elasticEnergy(src._elasticEnergy),_backsig(src._backsig),
- _J(src._J),_Je(src._Je),_Jp(src._Jp),_DgammaDt(src._DgammaDt),_DGDt(src._DGDt),_Fe(src._Fe),
- _elasticStrainRate(src._elasticStrainRate),_strainRate(src._strainRate),_plasticStrainRate(src._plasticStrainRate),
- _kirchhoff(src._kirchhoff),_N(src._N),_A(src._A),_B(src._B),_Ee(src._Ee), _r(src._r),
- _DdevKcorDF(src._DdevKcorDF),_DpcorDF(src._DpcorDF),_DgammaDF(src._DgammaDF),
- _DFeDF(src._DFeDF),_DFpDF(src._DFpDF),_DKcorDF(src._DKcorDF),_gF(src._gF),_dgFdF(src._dgFdF){
+ _backsig(src._backsig),_DgammaDt(src._DgammaDt),_Fe(src._Fe),
+ _r(src._r),_DgammaDF(src._DgammaDF),_gF(src._gF),_dgFdF(src._dgFdF),
+ _plasticEnergy(src._plasticEnergy),_dissipationActive(src._dissipationActive),_dissipationBlocked(src._dissipationBlocked){
if (src._ipCompression != NULL)
_ipCompression = dynamic_cast<IPJ2IsotropicHardening*>(src._ipCompression->clone());
else
@@ -233,75 +103,69 @@ IPHyperelastic::IPHyperelastic(const IPHyperelastic& src):IPVariableMechanics(sr
_ipKinematic = NULL;
};
-IPHyperelastic& IPHyperelastic::operator =(const IPVariable &source){
- IPVariableMechanics::operator=(source);
- const IPHyperelastic* ps = dynamic_cast<const IPHyperelastic*>(&source);
+IPHyperViscoElastoPlastic& IPHyperViscoElastoPlastic::operator =(const IPVariable &source){
+ IPHyperViscoElastic::operator=(source);
+ const IPHyperViscoElastoPlastic* ps = dynamic_cast<const IPHyperViscoElastoPlastic*>(&source);
if (ps != NULL){
- _kirchhoff = ps->_kirchhoff;
_backsig = ps->_backsig;
_Fp = ps->_Fp;
_epspbarre = ps->_epspbarre;
_nup = ps->_nup;
- _elasticEnergy = ps->_elasticEnergy;
-
_epspCompression = ps->_epspCompression;
_epspTraction = ps->_epspTraction;
_epspShear = ps->_epspShear;
-
- _J = ps->_J;
- _Je = ps->_Je;
- _Jp = ps->_Jp;
-
_DgammaDt = ps->_DgammaDt;
- _DGDt = ps->_DGDt;
-
-
_Fe = ps->_Fe;
- _elasticStrainRate = ps->_elasticStrainRate;
- _plasticStrainRate = ps->_plasticStrainRate;
- _strainRate = ps->_strainRate;
-
- _Ee = ps->_Ee;
-
_r = ps->_r;
-
- _DdevKcorDF = ps->_DdevKcorDF;
- _DpcorDF = ps->_DpcorDF;
_DgammaDF = ps->_DgammaDF;
- _DFeDF = ps->_DFeDF;
- _DFpDF = ps->_DFpDF;
-
- _DKcorDF = ps->_DKcorDF;
-
- _N = ps->_N;
- _A.clear();
- _A.assign(ps->_A.begin(),ps->_A.end());
- _B.clear();
- _B.assign(ps->_B.begin(),ps->_B.end());
-
_gF = ps->_gF;
_dgFdF = ps->_dgFdF;
-
- if (_ipCompression != NULL) delete _ipCompression;
- _ipCompression = NULL;
- if ( ps->_ipCompression != NULL) _ipCompression = dynamic_cast<IPJ2IsotropicHardening*>(ps->_ipCompression->clone());
-
- if (_ipTraction != NULL) delete _ipTraction;
- _ipTraction = NULL;
- if (ps->_ipTraction != NULL) _ipTraction = dynamic_cast<IPJ2IsotropicHardening*>(ps->_ipTraction->clone());
-
- if (_ipShear != NULL) delete _ipShear;
- _ipShear = NULL;
- if (ps->_ipShear != NULL) _ipShear = dynamic_cast<IPJ2IsotropicHardening*>(ps->_ipShear->clone());
-
- if (_ipKinematic!= NULL) delete _ipKinematic;
- _ipKinematic = NULL;
- if (ps->_ipKinematic != NULL) _ipKinematic = dynamic_cast<IPKinematicHardening*>(ps->_ipKinematic->clone());
+
+ _plasticEnergy = ps->_plasticEnergy;
+ _dissipationActive = ps->_dissipationActive;
+ _dissipationBlocked = ps->_dissipationBlocked;
+
+ if ( ps->_ipCompression != NULL) {
+ if (_ipCompression == NULL){
+ _ipCompression = dynamic_cast<IPJ2IsotropicHardening*>(ps->_ipCompression->clone());
+ }
+ else{
+ _ipCompression->operator=(*dynamic_cast<const IPVariable*>(ps->_ipCompression));
+ }
+ }
+
+ if ( ps->_ipTraction != NULL) {
+ if (_ipTraction == NULL){
+ _ipTraction = dynamic_cast<IPJ2IsotropicHardening*>(ps->_ipTraction->clone());
+ }
+ else{
+ _ipTraction->operator=(*dynamic_cast<const IPVariable*>(ps->_ipTraction));
+ }
+ }
+
+ if ( ps->_ipShear != NULL) {
+ if (_ipShear == NULL){
+ _ipShear = dynamic_cast<IPJ2IsotropicHardening*>(ps->_ipShear->clone());
+ }
+ else{
+ _ipShear->operator=(*dynamic_cast<const IPVariable*>(ps->_ipShear));
+ }
+ }
+
+ if ( ps->_ipKinematic != NULL) {
+ if (_ipKinematic == NULL){
+ _ipKinematic = dynamic_cast<IPKinematicHardening*>(ps->_ipKinematic->clone());
+ }
+ else{
+ _ipKinematic->operator=(*dynamic_cast<const IPVariable*>(ps->_ipKinematic));
+ }
+ }
+
}
return *this;
};
-IPHyperelastic::~IPHyperelastic(){
+IPHyperViscoElastoPlastic::~IPHyperViscoElastoPlastic(){
if (_ipCompression != NULL) delete _ipCompression;
_ipCompression = NULL;
if (_ipTraction != NULL) delete _ipTraction;
@@ -313,8 +177,8 @@ IPHyperelastic::~IPHyperelastic(){
};
-void IPHyperelastic::restart() {
- IPVariableMechanics::restart();
+void IPHyperViscoElastoPlastic::restart() {
+ IPHyperViscoElastic::restart();
if (_ipCompression != NULL)
restartManager::restart(_ipCompression);
if (_ipTraction != NULL)
@@ -326,197 +190,129 @@ void IPHyperelastic::restart() {
restartManager::restart(_backsig);
restartManager::restart(_Fe);
- restartManager::restart(_elasticStrainRate);
- restartManager::restart(_plasticStrainRate);
- restartManager::restart(_strainRate);
restartManager::restart(_epspbarre);
restartManager::restart(_Fp);
restartManager::restart(_nup);
- restartManager::restart(_elasticEnergy);
restartManager::restart(_epspCompression);
restartManager::restart(_epspTraction);
restartManager::restart(_epspShear);
- restartManager::restart(_J);
- restartManager::restart(_Je);
- restartManager::restart(_Jp);
restartManager::restart(_DgammaDt);
- restartManager::restart(_DGDt);
- restartManager::restart(_N);
- restartManager::restart(_A);
- restartManager::restart(_B);
restartManager::restart(_r);
- restartManager::restart(_DdevKcorDF);
- restartManager::restart(_DpcorDF);
- restartManager::restart(_DFeDF);
- restartManager::restart(_DFpDF);
restartManager::restart(_DgammaDF);
- restartManager::restart(_DKcorDF);
restartManager::restart(_gF);
restartManager::restart(_dgFdF);
+ restartManager::restart(_plasticEnergy);
+ restartManager::restart(_dissipationActive);
+ restartManager::restart(_dissipationBlocked);
return;
}
-const STensor3& IPHyperelastic::getConstRefToBackStress() const{
+const STensor3& IPHyperViscoElastoPlastic::getConstRefToBackStress() const{
return _backsig;
};
-STensor3& IPHyperelastic::getRefToBackStress(){
+STensor3& IPHyperViscoElastoPlastic::getRefToBackStress(){
return _backsig;
};
-const STensor3& IPHyperelastic::getConstRefToKirchhoffStress() const{
- return _kirchhoff;
-};
-STensor3& IPHyperelastic::getRefToKirchhoffStress(){
- return _kirchhoff;
-};
-const STensor3& IPHyperelastic::getConstRefToFe() const{
+const STensor3& IPHyperViscoElastoPlastic::getConstRefToFe() const{
return _Fe;
};
-STensor3& IPHyperelastic::getRefToFe(){
+STensor3& IPHyperViscoElastoPlastic::getRefToFe(){
return _Fe;
};
-const STensor3& IPHyperelastic::getConstRefToElasticStrainRate() const{
- return _elasticStrainRate;
-};
-STensor3& IPHyperelastic::getRefToElasticStrainRate(){
- return _elasticStrainRate;
-};
-
-const STensor3& IPHyperelastic::getConstRefToPlasticStrainRate() const{
- return _plasticStrainRate;
-};
-STensor3& IPHyperelastic::getRefToPlasticStrainRate(){
- return _plasticStrainRate;
-};
-
-const STensor3& IPHyperelastic::getConstRefToStrainRate() const{
- return _strainRate;
-};
-STensor3& IPHyperelastic::getRefToStrainRate(){
- return _strainRate;
-};
-
-const STensor3 & IPHyperelastic::getConstRefToFp() const{
+const STensor3 & IPHyperViscoElastoPlastic::getConstRefToFp() const{
return _Fp;
};
-STensor3& IPHyperelastic::getRefToFp(){
+STensor3& IPHyperViscoElastoPlastic::getRefToFp(){
return _Fp;
};
-const double& IPHyperelastic::getConstRefToCompressionPlasticStrain() const{
+const double& IPHyperViscoElastoPlastic::getConstRefToCompressionPlasticStrain() const{
return _epspCompression;
};
-double & IPHyperelastic::getRefToCompressionPlasticStrain(){
+double & IPHyperViscoElastoPlastic::getRefToCompressionPlasticStrain(){
return _epspCompression;
};
-const double& IPHyperelastic::getConstRefToTractionPlasticStrain() const{
+const double& IPHyperViscoElastoPlastic::getConstRefToTractionPlasticStrain() const{
return _epspTraction;
};
-double & IPHyperelastic::getRefToTractionPlasticStrain(){
+double & IPHyperViscoElastoPlastic::getRefToTractionPlasticStrain(){
return _epspTraction;
};
-const double& IPHyperelastic::getConstRefToShearPlasticStrain() const{
+const double& IPHyperViscoElastoPlastic::getConstRefToShearPlasticStrain() const{
return _epspShear;
};
-double & IPHyperelastic::getRefToShearPlasticStrain(){
+double & IPHyperViscoElastoPlastic::getRefToShearPlasticStrain(){
return _epspShear;
};
-const double& IPHyperelastic::getConstRefToEqPlasticStrain() const{
+const double& IPHyperViscoElastoPlastic::getConstRefToEqPlasticStrain() const{
return _epspbarre;
};
-double& IPHyperelastic::getRefToEqPlasticStrain(){
+double& IPHyperViscoElastoPlastic::getRefToEqPlasticStrain(){
return _epspbarre;
};
-const double IPHyperelastic::getConstRefToPlasticPoissonRatio() const{
+const double IPHyperViscoElastoPlastic::getConstRefToPlasticPoissonRatio() const{
return _nup;
};
-double& IPHyperelastic::getRefToPlasticPoissonRatio(){
+double& IPHyperViscoElastoPlastic::getRefToPlasticPoissonRatio(){
return _nup;
};
-const double& IPHyperelastic::getConstRefToJacobian() const{
- return _J;
-};
-double & IPHyperelastic::getRefToJacobian(){
- return _J;
-};
-
-const double& IPHyperelastic::getConstRefToElasticJacobian() const{
- return _Je;
-};
-double & IPHyperelastic::getRefToElasticJacobian(){
- return _Je;
-};
-
-const double& IPHyperelastic::getConstRefToPlasticJacobian() const{
- return _Jp;
-};
-double & IPHyperelastic::getRefToPlasticJacobian(){
- return _Jp;
-};
-
-const double& IPHyperelastic::getConstRefToPlasticDeformationRate() const{
+const double& IPHyperViscoElastoPlastic::getConstRefToPlasticDeformationRate() const{
return _DgammaDt;
};
-double& IPHyperelastic::getRefToPlasticDeformationRate(){
+double& IPHyperViscoElastoPlastic::getRefToPlasticDeformationRate(){
return _DgammaDt;
};
-const double& IPHyperelastic::getConstRefToFlowFactorRate() const{
- return _DGDt;
-};
-double& IPHyperelastic::getRefToFlowFactorRate(){
- return _DGDt;
-};
-
-const IPJ2IsotropicHardening& IPHyperelastic::getConstRefToIPCompressionHardening() const{
+const IPJ2IsotropicHardening& IPHyperViscoElastoPlastic::getConstRefToIPCompressionHardening() const{
if(_ipCompression==NULL)
- Msg::Error("IPHyperelastic: _ipCompression not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipCompression not initialized");
return *_ipCompression;
};
-IPJ2IsotropicHardening& IPHyperelastic::getRefToIPCompressionHardening(){
+IPJ2IsotropicHardening& IPHyperViscoElastoPlastic::getRefToIPCompressionHardening(){
if(_ipCompression==NULL)
- Msg::Error("IPHyperelastic: _ipCompression not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipCompression not initialized");
return *_ipCompression;
};
-const IPJ2IsotropicHardening& IPHyperelastic::getConstRefToIPTractionHardening() const{
+const IPJ2IsotropicHardening& IPHyperViscoElastoPlastic::getConstRefToIPTractionHardening() const{
if(_ipTraction==NULL)
- Msg::Error("IPHyperelastic: _ipTraction not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipTraction not initialized");
return *_ipTraction;
};
-IPJ2IsotropicHardening& IPHyperelastic::getRefToIPTractionHardening(){
+IPJ2IsotropicHardening& IPHyperViscoElastoPlastic::getRefToIPTractionHardening(){
if(_ipTraction==NULL)
- Msg::Error("IPHyperelastic: _ipTraction not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipTraction not initialized");
return *_ipTraction;
};
-const IPJ2IsotropicHardening& IPHyperelastic::getConstRefToIPShearHardening() const{
+const IPJ2IsotropicHardening& IPHyperViscoElastoPlastic::getConstRefToIPShearHardening() const{
if(_ipShear==NULL)
- Msg::Error("IPHyperelastic: _ipShear not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipShear not initialized");
return *_ipShear;
};
-IPJ2IsotropicHardening& IPHyperelastic::getRefToIPShearHardening(){
+IPJ2IsotropicHardening& IPHyperViscoElastoPlastic::getRefToIPShearHardening(){
if(_ipShear==NULL)
- Msg::Error("IPHyperelastic: _ipShear not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipShear not initialized");
return *_ipShear;
};
-const IPKinematicHardening& IPHyperelastic::getConstRefToKinematicHardening() const{
+const IPKinematicHardening& IPHyperViscoElastoPlastic::getConstRefToKinematicHardening() const{
if (_ipKinematic == NULL)
- Msg::Error("IPHyperelastic: _ipKinematic not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipKinematic not initialized");
return *_ipKinematic;
};
-IPKinematicHardening& IPHyperelastic::getRefToKinematicHardening(){
+IPKinematicHardening& IPHyperViscoElastoPlastic::getRefToKinematicHardening(){
if (_ipKinematic == NULL)
- Msg::Error("IPHyperelastic: _ipKinematic not initialized");
+ Msg::Error("IPHyperViscoElastoPlastic: _ipKinematic not initialized");
return *_ipKinematic;
};
diff --git a/NonLinearSolver/internalPoints/ipHyperelastic.h b/NonLinearSolver/internalPoints/ipHyperelastic.h
index 3fb00628ed4351999a5d7ad5b5f06e49b92fe922..ce84099e677f9268a47f59f04468fbeb55ad62f6 100644
--- a/NonLinearSolver/internalPoints/ipHyperelastic.h
+++ b/NonLinearSolver/internalPoints/ipHyperelastic.h
@@ -24,7 +24,10 @@ class IPHyperViscoElastic : public IPVariableMechanics{
std::vector<double> _B; // N elements
double _elasticEnergy; // elastic energy stored
STensor3 _Ee; // elastic strain
- STensor3 _corKir; // corotational Kirchhoff stress
+ STensor3 _kirchhoff; // corotational Kirchhoff stress
+
+ double _irreversibleEnergy;
+ STensor3 _DirreversibleEnergyDF;
public:
IPHyperViscoElastic(const int N);
@@ -37,206 +40,72 @@ class IPHyperViscoElastic : public IPVariableMechanics{
virtual STensor3& getRefToElasticStrain() {return _Ee;};
virtual const STensor3& getConstRefToElasticStrain() const {return _Ee;};
- virtual STensor3& getRefToCorotationalKirchhoffStress() {return _corKir;};
- virtual const STensor3& getConstRefToCorotationalKirchhoffStress() const {return _corKir;};
+ virtual STensor3& getRefToCorotationalKirchhoffStress() {return _kirchhoff;};
+ virtual const STensor3& getConstRefToCorotationalKirchhoffStress() const {return _kirchhoff;};
virtual double defoEnergy() const{return _elasticEnergy;}
virtual double& getRefToElasticEnergy() {return _elasticEnergy;};
virtual double plasticEnergy() const{return 0.;}
- virtual void restart();
-};
-
-class IPHyperViscoElastoPlastic : public IPHyperViscoElastic{
- public:
- IPJ2IsotropicHardening* _ipCompression; // ip in compression
- IPJ2IsotropicHardening* _ipTraction; // ip in traction
- IPJ2IsotropicHardening* _ipShear; // ip in shear
- IPKinematicHardening* _ipKinematic;
-
- STensor3 _backsig; // backstress // back stress
- STensor3 _Fe; // elastic part of deformation gradient
- STensor3 _Fp; // plastic part of the deformation gradient
- double _nup; // plastic poisson ration
-
- double _plasticEnergy; // plastic energy
- double _irreversibleEnergy; // irreversible energy
-
- //plastic eq deformation in compression, traction and shear
- double _epspCompression;
- double _epspTraction;
- double _epspShear;
-
- double _epspbarre; // equivalent plastic strain
- STensor3 _DepspbarreDF; // DequivalentPlasticStrainDF
-
-
- // failure
- double _r; // failure onset CR
- double _gF; //post failure plastic defor
- STensor3 _dgFdF; //
-
- public:
- IPHyperViscoElastoPlastic(const J2IsotropicHardening* comp,
- const J2IsotropicHardening* trac,const J2IsotropicHardening* shear,
- const kinematicHardening* kin, const int N);
- IPHyperViscoElastoPlastic(const IPHyperViscoElastoPlastic& src);
- virtual IPHyperViscoElastoPlastic& operator =(const IPVariable &source);
- virtual ~IPHyperViscoElastoPlastic();
-
- virtual IPVariable* clone() const{return new IPHyperViscoElastoPlastic(*this);};
- virtual void restart();
-
- virtual double plasticEnergy() const {return _plasticEnergy;};
- virtual double& getRefToPlasticEnergy() {return _plasticEnergy;};
virtual double irreversibleEnergy() const {return _irreversibleEnergy;};
virtual double & getRefToIrreversibleEnergy() {return _irreversibleEnergy;};
- virtual const IPJ2IsotropicHardening& getConstRefToIPCompressionHardening() const{
- if(_ipCompression==NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipCompression not initialized");
- return *_ipCompression;
- };
- virtual IPJ2IsotropicHardening& getRefToIPCompressionHardening(){
- if(_ipCompression==NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipCompression not initialized");
- return *_ipCompression;
- };
-
- virtual const IPJ2IsotropicHardening& getConstRefToIPTractionHardening() const{
- if(_ipTraction==NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipTraction not initialized");
- return *_ipTraction;
- };
- virtual IPJ2IsotropicHardening& getRefToIPTractionHardening(){
- if(_ipTraction==NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipTraction not initialized");
- return *_ipTraction;
- };
-
- virtual const IPJ2IsotropicHardening& getConstRefToIPShearHardening() const{
- if(_ipShear==NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipShear not initialized");
- return *_ipShear;
- };
- virtual IPJ2IsotropicHardening& getRefToIPShearHardening(){
- if(_ipShear==NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipShear not initialized");
- return *_ipShear;
- };
-
- virtual const IPKinematicHardening& getConstRefToKinematicHardening() const{
- if (_ipKinematic == NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipKinematic not initialized");
- return *_ipKinematic;
- };
-
- virtual IPKinematicHardening& getRefToKinematicHardening(){
- if (_ipKinematic == NULL)
- Msg::Error("IPHyperViscoElastoPlastic: _ipKinematic not initialized");
- return *_ipKinematic;
- };
-
-
- virtual const STensor3& getConstRefToBackStress() const {return _backsig;};
- virtual STensor3& getRefToBackStress() {return _backsig;};
-
- virtual const STensor3 & getConstRefToFp() const {return _Fp;};
- virtual STensor3& getRefToFp() {return _Fp;};
-
- virtual const STensor3& getConstRefToFe() const {return _Fe;};
- virtual STensor3& getRefToFe() {return _Fe;};
-
- virtual const double& getConstRefToCompressionPlasticStrain() const {return _epspCompression;};
- virtual double & getRefToCompressionPlasticStrain(){return _epspCompression;};;
-
- virtual const double& getConstRefToTractionPlasticStrain() const {return _epspTraction;};
- virtual double & getRefToTractionPlasticStrain(){return _epspTraction;};
-
- virtual const double& getConstRefToShearPlasticStrain() const{return _epspShear;};
- virtual double & getRefToShearPlasticStrain() {return _epspShear;};
-
- virtual const double& getConstRefToEqPlasticStrain() const{return _epspbarre;};
- virtual double& getRefToEqPlasticStrain(){return _epspbarre;};
-
- virtual const STensor3& getConstRefToDEqPlasticStrainDF() const{return _DepspbarreDF;};
- virtual STensor3& getRefToDEqPlasticStrainDF(){return _DepspbarreDF;};
-
- virtual const double getConstRefToPlasticPoissonRatio() const{return _nup;};
- virtual double& getRefToPlasticPoissonRatio() {return _nup;};
+ virtual STensor3& getRefToDIrreversibleEnergyDF() {return _DirreversibleEnergyDF;};
+ virtual const STensor3& getConstRefToDIrreversibleEnergyDF() const{return _DirreversibleEnergyDF;};
- virtual double getFailureOnset() const {return _r;};
- virtual double& getRefToFailureOnset() {return _r;};
-
- virtual double getFailurePlasticity() const {return _gF;};
- virtual double& getRefToFailurePlasticity() {return _gF;};
-
- virtual const STensor3& getConstRefToDFailurePlasticityDF() const {return _dgFdF;};
- virtual STensor3& getRefToDFailurePlasticityDF() {return _dgFdF;};
+ virtual void restart();
};
-class IPHyperelastic : public IPVariableMechanics{
+class IPHyperViscoElastoPlastic : public IPHyperViscoElastic{
public: // defined with public to free access
IPJ2IsotropicHardening* _ipCompression; // ip in compression
IPJ2IsotropicHardening* _ipTraction; // ip in traction
IPJ2IsotropicHardening* _ipShear; // ip in shear
IPKinematicHardening* _ipKinematic;
- //viscoelastic history
- int _N; // number spring-Dashpot of element
- std::vector<STensor3> _A; // N elements
- std::vector<double> _B; // N elements
-
- STensor3 _kirchhoff; // kirchhoff stress
-
- STensor43 _DdevKcorDF; // DdevKirchhoff stress DF
- STensor43 _DKcorDF; //
- STensor3 _DpcorDF; // DpcorDF
- STensor43 _DFeDF;
+
STensor3 _DgammaDF; // DequivalentPlasticStrainDF
- STensor43 _DFpDF;
-
-
- STensor3 _Ee; // elastic strain
STensor3 _backsig; // backstress
STensor3 _Fe; // elastic strain
- STensor3 _elasticStrainRate; // De = dFeDt*invFe
- STensor3 _plasticStrainRate; // Dp = dFpDt*invFp;
- STensor3 _strainRate; // strain rate D = dFDt*invF = De+Fe*Dp*inFe
double _epspbarre; // equivalent plastic strain
STensor3 _Fp; // plastic part of the deformation gradient
double _nup; // plastic poisson ration
- double _elasticEnergy; // elastic energy stored
//plastic eq deformation in compression, traction and shear
double _epspCompression;
double _epspTraction;
double _epspShear;
- double _J, _Je, _Jp; // Jacobian, elastic jacobian, plastic jacobian
double _DgammaDt; // plastic deformation rate
- double _DGDt; // flow rule factor rate -->lamba = G/Dt
-
// failure
double _r; // failure onset
double _gF; //
STensor3 _dgFdF;
-
+
+ double _plasticEnergy;
+ bool _dissipationBlocked;
+ bool _dissipationActive;
public:
- IPHyperelastic(const J2IsotropicHardening* comp,
+ IPHyperViscoElastoPlastic(const J2IsotropicHardening* comp,
const J2IsotropicHardening* trac,const J2IsotropicHardening* shear,
const kinematicHardening* kin, const int N);
- IPHyperelastic(const IPHyperelastic& src);
- IPHyperelastic& operator =(const IPVariable &source);
- virtual ~IPHyperelastic();
+ IPHyperViscoElastoPlastic(const IPHyperViscoElastoPlastic& src);
+ IPHyperViscoElastoPlastic& operator =(const IPVariable &source);
+ virtual ~IPHyperViscoElastoPlastic();
- virtual IPVariable* clone() const{return new IPHyperelastic(*this);};
+ virtual IPVariable* clone() const{return new IPHyperViscoElastoPlastic(*this);};
+
+ virtual bool& getRefToDissipationActive(){return _dissipationActive;};
+ virtual bool dissipationIsActive() const {return _dissipationActive;};
- virtual double defoEnergy() const{return _elasticEnergy;}
- virtual double plasticEnergy() const{return 0.;}
+ virtual void blockDissipation(const bool fl){_dissipationBlocked = fl;};
+ virtual bool dissipationIsBlocked() const{return _dissipationBlocked;};
+
+ virtual double& getRefToPlasticEnergy() {return _plasticEnergy;};
+ virtual double plasticEnergy() const{return _plasticEnergy;}
virtual void restart();
@@ -255,21 +124,9 @@ class IPHyperelastic : public IPVariableMechanics{
virtual const STensor3& getConstRefToBackStress() const;
virtual STensor3& getRefToBackStress();
- virtual const STensor3& getConstRefToKirchhoffStress() const;
- virtual STensor3& getRefToKirchhoffStress();
-
virtual const STensor3& getConstRefToFe() const;
virtual STensor3& getRefToFe();
- virtual const STensor3& getConstRefToElasticStrainRate() const;
- virtual STensor3& getRefToElasticStrainRate();
-
- virtual const STensor3& getConstRefToPlasticStrainRate() const;
- virtual STensor3& getRefToPlasticStrainRate();
-
- virtual const STensor3& getConstRefToStrainRate() const;
- virtual STensor3& getRefToStrainRate();
-
virtual const double& getConstRefToCompressionPlasticStrain() const;
virtual double & getRefToCompressionPlasticStrain();
@@ -284,22 +141,10 @@ class IPHyperelastic : public IPVariableMechanics{
virtual const double getConstRefToPlasticPoissonRatio() const;
virtual double& getRefToPlasticPoissonRatio();
-
- virtual const double& getConstRefToJacobian() const;
- virtual double & getRefToJacobian();
-
- virtual const double& getConstRefToElasticJacobian() const;
- virtual double & getRefToElasticJacobian();
-
- virtual const double& getConstRefToPlasticJacobian() const;
- virtual double & getRefToPlasticJacobian();
-
+
virtual const double& getConstRefToPlasticDeformationRate() const;
virtual double& getRefToPlasticDeformationRate();
- virtual const double& getConstRefToFlowFactorRate() const;
- virtual double& getRefToFlowFactorRate();
-
virtual const IPJ2IsotropicHardening& getConstRefToIPCompressionHardening() const;
virtual IPJ2IsotropicHardening& getRefToIPCompressionHardening();
@@ -312,7 +157,7 @@ class IPHyperelastic : public IPVariableMechanics{
virtual const IPKinematicHardening& getConstRefToKinematicHardening() const;
virtual IPKinematicHardening& getRefToKinematicHardening();
- virtual void saturateHardening(const IPHyperelastic* ipvsource){
+ virtual void saturateHardening(const IPHyperViscoElastoPlastic* ipvsource){
if (_ipCompression != NULL){
_ipCompression->saturate(ipvsource->_epspCompression,ipvsource->_ipCompression);
}
diff --git a/NonLinearSolver/internalPoints/ipJ2linear.cpp b/NonLinearSolver/internalPoints/ipJ2linear.cpp
index f7414593da40a7f410191f7f248958ad5e5cbe81..995465b41888d8d05ff1ebed2b02ac32c4a601fc 100644
--- a/NonLinearSolver/internalPoints/ipJ2linear.cpp
+++ b/NonLinearSolver/internalPoints/ipJ2linear.cpp
@@ -11,7 +11,7 @@
#include "restartManager.h"
IPJ2linear::IPJ2linear() : IPVariableMechanics(), _j2lepspbarre(0.), _j2lepsp(1.), _j2ldsy(0.), _elasticEnergy(0.),
_plasticPower(0.),_DplasticPowerDF(0.),_Ee(0.),_irreversibleEnergy(0.),_DirreversibleEnergyDF(0.),
-_damageBlocked(false)
+_dissipationBlocked(false),_dissipationActive(false),_plasticEnergy(0.)
{
ipvJ2IsotropicHardening=NULL;
Msg::Error("IPJ2Linear::IPJ2Linear is not initialized with a hardening IP Variable");
@@ -19,7 +19,7 @@ _damageBlocked(false)
};
IPJ2linear::IPJ2linear(const J2IsotropicHardening *j2IH) : IPVariableMechanics(), _j2lepspbarre(0.), _j2lepsp(1.), _j2ldsy(0.),
_elasticEnergy(0.),_plasticPower(0.),_DplasticPowerDF(0.),_Ee(0.),_irreversibleEnergy(0.),_DirreversibleEnergyDF(0.),
-_damageBlocked(false) {
+_dissipationBlocked(false),_dissipationActive(false),_plasticEnergy(0.) {
ipvJ2IsotropicHardening=NULL;
if(j2IH ==NULL) Msg::Error("IPJ2Linear::IPJ2Linear has no j2IH");
j2IH->createIPVariable(ipvJ2IsotropicHardening);
@@ -31,7 +31,8 @@ IPJ2linear::IPJ2linear(const IPJ2linear &source) : IPVariableMechanics(source),
_plasticPower(source._plasticPower),_DplasticPowerDF(source._DplasticPowerDF),
_Ee(source._Ee),_irreversibleEnergy(source._irreversibleEnergy),
_DirreversibleEnergyDF(source._DirreversibleEnergyDF),
- _damageBlocked(source._damageBlocked)
+ _dissipationBlocked(source._dissipationBlocked),_dissipationActive(source._dissipationActive),
+ _plasticEnergy(source._plasticEnergy)
{
ipvJ2IsotropicHardening = NULL;
if(source.ipvJ2IsotropicHardening != NULL)
@@ -54,7 +55,9 @@ IPJ2linear& IPJ2linear::operator=(const IPVariable &source)
_Ee = src->_Ee;
_irreversibleEnergy = src->_irreversibleEnergy;
_DirreversibleEnergyDF = src->_DirreversibleEnergyDF;
- _damageBlocked = src->_damageBlocked;
+ _dissipationBlocked = src->_dissipationBlocked;
+ _dissipationActive = src->_dissipationActive;
+ _plasticEnergy = src->_plasticEnergy;
if(src->ipvJ2IsotropicHardening != NULL)
{
if (ipvJ2IsotropicHardening!=NULL){
@@ -80,10 +83,7 @@ double IPJ2linear::defoEnergy() const
}
double IPJ2linear::plasticEnergy() const
{
- if(ipvJ2IsotropicHardening != NULL)
- return ipvJ2IsotropicHardening->getIntegR();
- else
- return 0.;
+ return _plasticEnergy;
}
void IPJ2linear::restart()
@@ -99,7 +99,9 @@ void IPJ2linear::restart()
restartManager::restart(_Ee);
restartManager::restart(_irreversibleEnergy);
restartManager::restart(_DirreversibleEnergyDF);
- restartManager::restart(_damageBlocked);
+ restartManager::restart(_dissipationBlocked);
+ restartManager::restart(_dissipationActive);
+ restartManager::restart(_plasticEnergy);
return;
}
diff --git a/NonLinearSolver/internalPoints/ipJ2linear.h b/NonLinearSolver/internalPoints/ipJ2linear.h
index 3e16194d99d690c571202ca8a05ccca141231998..12286c005346ad908d684e1ba2d858b9aac29adb 100644
--- a/NonLinearSolver/internalPoints/ipJ2linear.h
+++ b/NonLinearSolver/internalPoints/ipJ2linear.h
@@ -24,7 +24,8 @@ class IPJ2linear : public IPVariableMechanics
STensor3 _j2lepsp; // plastic part of the deformation gradient
double _j2ldsy; // yield stress increment
double _elasticEnergy; // elastic energy stored
-
+
+ double _plasticEnergy;
double _plasticPower; // plastic power
STensor3 _DplasticPowerDF; // dplastic power DF
STensor3 _Ee; // elastic deformation
@@ -32,7 +33,8 @@ class IPJ2linear : public IPVariableMechanics
double _irreversibleEnergy;
STensor3 _DirreversibleEnergyDF;
- bool _damageBlocked;
+ bool _dissipationBlocked;
+ bool _dissipationActive;
public:
IPJ2linear();
@@ -46,8 +48,12 @@ class IPJ2linear : public IPVariableMechanics
delete ipvJ2IsotropicHardening; ipvJ2IsotropicHardening = NULL;
}
}
- virtual void blockDamage(const bool fl){_damageBlocked = fl;};
- virtual bool damageIsBlocked() const{return _damageBlocked;};
+
+ virtual bool& getRefToDissipationActive(){return _dissipationActive;};
+ virtual bool dissipationIsActive() const {return _dissipationActive;};
+
+ virtual void blockDissipation(const bool fl){_dissipationBlocked = fl;};
+ virtual bool dissipationIsBlocked() const{return _dissipationBlocked;};
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
@@ -80,6 +86,7 @@ class IPJ2linear : public IPVariableMechanics
virtual const double& getConstRefToYieldIncrement() const {return _j2ldsy;};
virtual double& getRefToElasticEnergy() {return _elasticEnergy;};
+ virtual double& getRefToPlasticEnergy() {return _plasticEnergy;};
virtual double& getRefToPlasticPower() {return _plasticPower;};
virtual const double& getConstRefToPlasticPower() const {return _plasticPower;};
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamage.cpp b/NonLinearSolver/internalPoints/ipNonLocalDamage.cpp
index 1726d6531c8bb7dfa494399d6315e79348221932..23e676337ccd0058c31f2b36cbfcb191cbf9a9b8 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamage.cpp
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamage.cpp
@@ -139,6 +139,6 @@ void IPNonLocalDamage::restart()
restartManager::restart(_nldStatev,_nldNsdv);
restartManager::restart(_elasticEne);
restartManager::restart(_plasticEne);
- restartManager::restart(_damageBlocked);
+ restartManager::restart(_dissipationBlocked);
return;
}
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamage.h b/NonLinearSolver/internalPoints/ipNonLocalDamage.h
index dae84f3c651d166b136dd4c166fbee6b2063fba6..19214d9bb1b4507be8410bda492ac43cb45b0df3 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamage.h
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamage.h
@@ -39,7 +39,7 @@ class IPNonLocalDamage : public IPVariableMechanics
double* _nldStatev;
double _elasticEne;
double _plasticEne;
- bool _damageBlocked;
+ bool _dissipationBlocked;
public:
IPNonLocalDamage(int _nsdv) : IPVariableMechanics(), _nldNsdv(_nsdv), _nldStrain(6), _nldStress(6),
@@ -47,7 +47,7 @@ class IPNonLocalDamage : public IPVariableMechanics
_nldCouplingEffectiveStrainStress(6),
_nldEffectivePlasticStrain(0.), _nldCurrentPlasticStrain(0.), _nldDamage(0.),_nldSpBar(0.),
_pos_str_mtx(-1), _pos_str_inc(-1),_pos_stn_mtx(-1), _pos_stn_inc(-1), _elasticEne(0.),
- _plasticEne(0.),_damageBlocked(false)
+ _plasticEne(0.),_dissipationBlocked(false)
{
mallocvector(&_nldStatev,_nldNsdv);
for(int i = 0; i<_nldNsdv; i++) _nldStatev[i]=0.;
@@ -82,7 +82,7 @@ class IPNonLocalDamage : public IPVariableMechanics
_plasticEne=source._plasticEne;
mallocvector(&_nldStatev,_nldNsdv);
copyvect(source._nldStatev,_nldStatev,_nldNsdv);
- _damageBlocked = source._damageBlocked;
+ _dissipationBlocked = source._dissipationBlocked;
}
IPNonLocalDamage &operator = (const IPVariable &_source)
{
@@ -106,7 +106,7 @@ class IPNonLocalDamage : public IPVariableMechanics
_plasticEne=source->_plasticEne;
if(_nldNsdv !=source->_nldNsdv) Msg::Error("IPNonLocalDamage do not have the same number of internal variables");
copyvect(source->_nldStatev,_nldStatev,_nldNsdv);
- _damageBlocked = source->_damageBlocked;
+ _dissipationBlocked = source->_dissipationBlocked;
return *this;
}
virtual ~IPNonLocalDamage()
@@ -114,8 +114,8 @@ class IPNonLocalDamage : public IPVariableMechanics
free(_nldStatev);
}
// Archiving data
- virtual void blockDamage(const bool fl){_damageBlocked = fl;};
- virtual bool damageIsBlocked() const {return _damageBlocked;};
+ virtual void blockDissipation(const bool fl){_dissipationBlocked = fl;};
+ virtual bool dissipationIsBlocked() const {return _dissipationBlocked;};
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.cpp b/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.cpp
index e664e98e604b09c8ead9aa629393c8c044261535..2a2ff8905dee412b9cbf55f9dcbec55f12fa1a50 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.cpp
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.cpp
@@ -13,7 +13,7 @@
IPNonLocalDamageGurson::IPNonLocalDamageGurson() : IPVariableMechanics(), _elasticEnergy(0.),
_eplmatrix(0.), _fV(0), _fVstar(0), _nldfVstar(0),_DFvStarDNldfVstar(1),
- _damageBlocked(false)
+ _dissipationBlocked(false)
{
ipvJ2IsotropicHardening=NULL;
ipvCL=NULL;
@@ -33,7 +33,7 @@ IPNonLocalDamageGurson::IPNonLocalDamageGurson(double fVinitial, const J2Isotrop
const std::vector<GursonDamageNucleation*> *gdnLawContainer) :
IPVariableMechanics(), _elasticEnergy(0.),
_eplmatrix(0.), _fV(fVinitial), _fVstar(fVinitial),
- _nldfVstar(fVinitial), _DFvStarDNldfVstar(1.),_damageBlocked(false)
+ _nldfVstar(fVinitial), _DFvStarDNldfVstar(1.),_dissipationBlocked(false)
{
ipvJ2IsotropicHardening=NULL;
if(j2IH ==NULL) Msg::Error("IPNonLocalDamageGurson::IPNonLocalDamageGurson has no j2IH");
@@ -92,7 +92,7 @@ IPNonLocalDamageGurson::IPNonLocalDamageGurson(const IPNonLocalDamageGurson &sou
_logsqrtCe=source._logsqrtCe;
_DFvStarDStrain=source._DFvStarDStrain;
_DFvStarDNldfVstar=source._DFvStarDNldfVstar;
- _damageBlocked = source._damageBlocked;
+ _dissipationBlocked = source._dissipationBlocked;
}
IPNonLocalDamageGurson& IPNonLocalDamageGurson::operator=(const IPVariable &source)
@@ -153,7 +153,7 @@ IPNonLocalDamageGurson& IPNonLocalDamageGurson::operator=(const IPVariable &sour
_logsqrtCe=src->_logsqrtCe;
_DFvStarDStrain=src->_DFvStarDStrain;
_DFvStarDNldfVstar=src->_DFvStarDNldfVstar;
- _damageBlocked = src->_damageBlocked;
+ _dissipationBlocked = src->_dissipationBlocked;
}
return *this;
}
@@ -189,7 +189,7 @@ void IPNonLocalDamageGurson::restart()
restartManager::restart(_Fp);
restartManager::restart(_logsqrtCe);
restartManager::restart(_DFvStarDStrain);
- restartManager::restart(_damageBlocked);
+ restartManager::restart(_dissipationBlocked);
return;
}
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.h b/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.h
index f6a9669ee39421f50223f88235d9b1daccd043d7..c1d1798dfcb7b67f2ead49924ad59fe66513e369 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.h
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageGurson.h
@@ -42,7 +42,7 @@ class IPNonLocalDamageGurson : public IPVariableMechanics
double _DFvStarDNldfVstar; //derivative of the local corrected porosity with the non local corrected porosity
// Damage and transition managing
- bool _damageBlocked;
+ bool _dissipationBlocked;
public:
@@ -81,8 +81,8 @@ class IPNonLocalDamageGurson : public IPVariableMechanics
// Damage managing
- virtual void blockDamage(const bool fl){_damageBlocked = fl;};
- virtual bool damageIsBlocked() const {return _damageBlocked;};
+ virtual void blockDissipation(const bool fl){_dissipationBlocked = fl;};
+ virtual bool dissipationIsBlocked() const {return _dissipationBlocked;};
// Access functions - members values
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.cpp b/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.cpp
index 231a3f22824ff1c1c422f395d5a76b53ce3f7e0e..91ff6a9ad2e8384c56647310d3802bae50e4a1df 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.cpp
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.cpp
@@ -11,27 +11,18 @@
#include "ipNonLocalDamageHyperelastic.h"
#include "restartManager.h"
-IPNonLocalDamageHyperelasic::IPNonLocalDamageHyperelasic(const J2IsotropicHardening* comp,
+IPHyperViscoElastoPlasticLocalDamage::IPHyperViscoElastoPlasticLocalDamage(const J2IsotropicHardening* comp,
const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin, const int N,
- const CLengthLaw *cll, const DamageLaw *daml): IPHyperelastic(comp,trac,shear,kin,N),_nldJ2HyperDLocalPlasticStrainDStrain(0),
- _nldJ2HyperEffectivePlasticStrain (0),
- _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain(0), Peff(0.),Leff(0.),_Dc(1.),_damageBlocked(false)
+ const DamageLaw *daml): IPHyperViscoElastoPlastic(comp,trac,shear,kin,N),
+ _Dc(1.)
{
- ipvCL=NULL;
- if(cll ==NULL) Msg::Error("IPNonLocalDamageHyperelasic::IPNonLocalDamageHyperelasic has no cll");
- cll->createIPVariable(ipvCL);
-
ipvDam=NULL;
- if(daml ==NULL) Msg::Error("IPNonLocalDamageHyperelasic::IPNonLocalDamageHyperelasic has no daml");
+ if(daml ==NULL) Msg::Error("IPHyperViscoElastoPlasticLocalDamage::IPHyperViscoElastoPlasticLocalDamage has no daml");
daml->createIPVariable(ipvDam);
};
-IPNonLocalDamageHyperelasic::~IPNonLocalDamageHyperelasic(){
- if(ipvCL != NULL)
- {
- delete ipvCL;
- }
+IPHyperViscoElastoPlasticLocalDamage::~IPHyperViscoElastoPlasticLocalDamage(){
if(ipvDam !=NULL)
{
delete ipvDam;
@@ -39,52 +30,22 @@ IPNonLocalDamageHyperelasic::~IPNonLocalDamageHyperelasic(){
};
-IPNonLocalDamageHyperelasic::IPNonLocalDamageHyperelasic(const IPNonLocalDamageHyperelasic &source):IPHyperelastic(source){
- _nldJ2HyperDLocalPlasticStrainDStrain=source._nldJ2HyperDLocalPlasticStrainDStrain;
- _nldJ2HyperEffectivePlasticStrain=source._nldJ2HyperEffectivePlasticStrain;
- _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain=source._nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
- Peff = source.Peff;
- Leff = source.Leff;
+IPHyperViscoElastoPlasticLocalDamage::IPHyperViscoElastoPlasticLocalDamage(const IPHyperViscoElastoPlasticLocalDamage &source):
+ IPHyperViscoElastoPlastic(source){
_Dc = source._Dc;
- _damageBlocked = source._damageBlocked;
- ipvCL = NULL;
- if(source.ipvCL != NULL)
- {
- ipvCL = dynamic_cast<IPCLength*>(source.ipvCL->clone());
- }
ipvDam = NULL;
if(source.ipvDam != NULL)
{
ipvDam = dynamic_cast<IPDamage*>(source.ipvDam->clone());
}
};
-IPNonLocalDamageHyperelasic& IPNonLocalDamageHyperelasic::operator=(const IPVariable &source){
- IPHyperelastic::operator=(source);
- const IPNonLocalDamageHyperelasic* src = dynamic_cast<const IPNonLocalDamageHyperelasic*>(&source);
+IPHyperViscoElastoPlasticLocalDamage& IPHyperViscoElastoPlasticLocalDamage::operator=(const IPVariable &source){
+ IPHyperViscoElastoPlastic::operator=(source);
+ const IPHyperViscoElastoPlasticLocalDamage* src = dynamic_cast<const IPHyperViscoElastoPlasticLocalDamage*>(&source);
if(src != NULL)
{
- _nldJ2HyperDLocalPlasticStrainDStrain=src->_nldJ2HyperDLocalPlasticStrainDStrain;
-
- _nldJ2HyperEffectivePlasticStrain=src->_nldJ2HyperEffectivePlasticStrain;
- _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain=src->_nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
- Peff = src->Peff;
- Leff = src->Leff;
_Dc = src->_Dc;
- _damageBlocked = src->_damageBlocked;
-
- if(src->ipvCL != NULL)
- {
- if (ipvCL != NULL){
- ipvCL->operator=(*dynamic_cast<const IPVariable*>(src->ipvCL));
- }
- else
- ipvCL= dynamic_cast<IPCLength*>(src->ipvCL->clone());
- }
- else{
- if(ipvCL != NULL) delete ipvCL; ipvCL = NULL;
- }
-
if(src->ipvDam != NULL)
{
@@ -100,91 +61,176 @@ IPNonLocalDamageHyperelasic& IPNonLocalDamageHyperelasic::operator=(const IPVari
return *this;
};
-void IPNonLocalDamageHyperelasic::restart()
+void IPHyperViscoElastoPlasticLocalDamage::restart()
{
- IPHyperelastic::restart();
- restartManager::restart(ipvCL);
+ IPHyperViscoElastoPlastic::restart();
restartManager::restart(ipvDam);
- restartManager::restart(_nldJ2HyperDLocalPlasticStrainDStrain);
- restartManager::restart(_nldJ2HyperEffectivePlasticStrain);
- restartManager::restart(_nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain);
- restartManager::restart(Peff);
- restartManager::restart(Leff);
restartManager::restart(_Dc);
- restartManager::restart(_damageBlocked);
return;
}
+IPHyperViscoElastoPlasticNonLocalDamage::IPHyperViscoElastoPlasticNonLocalDamage(const J2IsotropicHardening* comp,
+ const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin, const int N,
+ const CLengthLaw *cll, const DamageLaw *daml): IPHyperViscoElastoPlasticLocalDamage(comp,trac,shear,kin,N,daml),
+ _nonlocalPlasticStrain(0.), _DirreversibleEnergyDNonLocalVariable(0.)
+{
+ ipvCL=NULL;
+ if(cll ==NULL) Msg::Error("IPHyperViscoElastoPlasticNonLocalDamage::IPHyperViscoElastoPlasticNonLocalDamage has no cll");
+ cll->createIPVariable(ipvCL);
+};
-IPNonLocalDamageHyperelasicWithFailure::IPNonLocalDamageHyperelasicWithFailure(const J2IsotropicHardening* comp,
+IPHyperViscoElastoPlasticNonLocalDamage::~IPHyperViscoElastoPlasticNonLocalDamage(){
+ if(ipvCL != NULL)
+ {
+ delete ipvCL;
+ }
+};
+
+IPHyperViscoElastoPlasticNonLocalDamage::IPHyperViscoElastoPlasticNonLocalDamage(const IPHyperViscoElastoPlasticNonLocalDamage &source):
+ IPHyperViscoElastoPlasticLocalDamage(source), _nonlocalPlasticStrain(source._nonlocalPlasticStrain),
+ _DirreversibleEnergyDNonLocalVariable(source._DirreversibleEnergyDNonLocalVariable){
+ ipvCL = NULL;
+ if(source.ipvCL != NULL)
+ {
+ ipvCL = dynamic_cast<IPCLength*>(source.ipvCL->clone());
+ }
+};
+IPHyperViscoElastoPlasticNonLocalDamage& IPHyperViscoElastoPlasticNonLocalDamage::operator=(const IPVariable &source){
+ IPHyperViscoElastoPlasticLocalDamage::operator=(source);
+ const IPHyperViscoElastoPlasticNonLocalDamage* src = dynamic_cast<const IPHyperViscoElastoPlasticNonLocalDamage*>(&source);
+ if(src != NULL)
+ {
+ _nonlocalPlasticStrain=src->_nonlocalPlasticStrain;
+ _DirreversibleEnergyDNonLocalVariable = src->_DirreversibleEnergyDNonLocalVariable;
+ if(src->ipvCL != NULL)
+ {
+ if (ipvCL != NULL){
+ ipvCL->operator=(*dynamic_cast<const IPVariable*>(src->ipvCL));
+ }
+ else
+ ipvCL= dynamic_cast<IPCLength*>(src->ipvCL->clone());
+ }
+ else{
+ if(ipvCL != NULL) delete ipvCL; ipvCL = NULL;
+ }
+
+ }
+ return *this;
+};
+
+void IPHyperViscoElastoPlasticNonLocalDamage::restart()
+{
+ IPHyperViscoElastoPlasticLocalDamage::restart();
+ restartManager::restart(ipvCL);
+ restartManager::restart(_nonlocalPlasticStrain);
+ restartManager::restart(_DirreversibleEnergyDNonLocalVariable);
+};
+
+IPHyperViscoElastoPlasticMultipleLocalDamage::IPHyperViscoElastoPlasticMultipleLocalDamage(const J2IsotropicHardening* comp,
const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin,
- const int N, const std::vector<CLengthLaw*>& cll, const std::vector<DamageLaw*>& dl): IPHyperelastic(comp,trac,shear,kin,N),
- _nonlocalEqPlasticStrain(0.),_nonlocalFailurePlasticity(0.),
- Peff(0.),Leff(0.),_Dc(1.){
- numNonLocalVariable = cll.size();
- ipvCL.clear();
+ const int N, const std::vector<DamageLaw*>& dl): IPHyperViscoElastoPlastic(comp,trac,shear,kin,N),
+ _Dc(1.){
+ numNonLocalVariable = dl.size();
ipvDam.clear();
- for (int i=0; i< cll.size(); i++){
- IPCLength* ipvLength=NULL;
- cll[i]->createIPVariable(ipvLength);
- ipvCL.push_back(ipvLength);
+ for (int i=0; i< dl.size(); i++){
IPDamage* ipvD = NULL;
dl[i]->createIPVariable(ipvD);
ipvDam.push_back(ipvD);
}
};
-IPNonLocalDamageHyperelasicWithFailure::~IPNonLocalDamageHyperelasicWithFailure(){
+IPHyperViscoElastoPlasticMultipleLocalDamage::~IPHyperViscoElastoPlasticMultipleLocalDamage(){
for (int i=0; i< numNonLocalVariable; i++){
- delete ipvCL[i];
delete ipvDam[i];
}
- ipvCL.clear();
ipvDam.clear();
};
-IPNonLocalDamageHyperelasicWithFailure::IPNonLocalDamageHyperelasicWithFailure(const IPNonLocalDamageHyperelasicWithFailure& source):
- IPHyperelastic(source){
+IPHyperViscoElastoPlasticMultipleLocalDamage::IPHyperViscoElastoPlasticMultipleLocalDamage(const IPHyperViscoElastoPlasticMultipleLocalDamage& source):
+ IPHyperViscoElastoPlastic(source){
numNonLocalVariable = source.numNonLocalVariable;
- _nonlocalEqPlasticStrain= source._nonlocalEqPlasticStrain;
- _nonlocalFailurePlasticity = source._nonlocalFailurePlasticity;
- Peff = source.Peff;
- Leff = source.Leff;
_Dc = source._Dc;
- ipvCL.clear();
ipvDam.clear();
for (int i=0; i< numNonLocalVariable; i++){
- if(source.ipvCL[i] != NULL){
- ipvCL.push_back(dynamic_cast<IPCLength*>(source.ipvCL[i]->clone()));
- }
if(source.ipvDam[i] != NULL){
ipvDam.push_back(dynamic_cast<IPDamage*>(source.ipvDam[i]->clone()));
}
}
};
-IPNonLocalDamageHyperelasicWithFailure& IPNonLocalDamageHyperelasicWithFailure::operator=(const IPVariable& source){
- IPHyperelastic::operator=(source);
- const IPNonLocalDamageHyperelasicWithFailure* ipsource = dynamic_cast<const IPNonLocalDamageHyperelasicWithFailure*>(&source);
+IPHyperViscoElastoPlasticMultipleLocalDamage& IPHyperViscoElastoPlasticMultipleLocalDamage::operator=(const IPVariable& source){
+ IPHyperViscoElastoPlastic::operator=(source);
+ const IPHyperViscoElastoPlasticMultipleLocalDamage* ipsource = dynamic_cast<const IPHyperViscoElastoPlasticMultipleLocalDamage*>(&source);
if (ipsource != NULL){
- for (int i=0; i< numNonLocalVariable; i++){
- if (ipvCL[i] != NULL) delete ipvCL[i];
- if (ipvDam[i] != NULL) delete ipvDam[i];
+ numNonLocalVariable = ipsource->numNonLocalVariable;
+ _Dc = ipsource->_Dc;
+ for (int i=0; i< ipsource->numNonLocalVariable; i++){
+ if(ipsource->ipvDam[i] != NULL){
+ if (ipvDam[i] != NULL){
+ ipvDam[i]->operator=(*dynamic_cast<const IPVariable*>(ipsource->ipvDam[i]));
+ }
+ }
}
- ipvCL.clear();
- ipvDam.clear();
+ }
+ return *this;
+};
- numNonLocalVariable = ipsource->numNonLocalVariable;
+
+void IPHyperViscoElastoPlasticMultipleLocalDamage::restart(){
+ IPHyperViscoElastoPlastic::restart();
+ restartManager::restart(numNonLocalVariable);
+ restartManager::restart(_Dc);
+ for (int i=0; i< numNonLocalVariable; i++){
+ ipvDam[i]->restart();
+ }
+};
+
+
+
+IPHyperViscoElastoPlasticMultipleNonLocalDamage::IPHyperViscoElastoPlasticMultipleNonLocalDamage(const J2IsotropicHardening* comp,
+ const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin,
+ const int N, const std::vector<CLengthLaw*>& cll, const std::vector<DamageLaw*>& dl):
+ IPHyperViscoElastoPlasticMultipleLocalDamage(comp,trac,shear,kin,N,dl),
+ _nonlocalEqPlasticStrain(0.),_nonlocalFailurePlasticity(0.){
+ ipvCL.clear();
+ _DirreversibleEnergyDNonLocalVariable.clear();
+ for (int i=0; i< cll.size(); i++){
+ IPCLength* ipvLength=NULL;
+ cll[i]->createIPVariable(ipvLength);
+ ipvCL.push_back(ipvLength);
+ _DirreversibleEnergyDNonLocalVariable.push_back(0.);
+ }
+};
+IPHyperViscoElastoPlasticMultipleNonLocalDamage::~IPHyperViscoElastoPlasticMultipleNonLocalDamage(){
+ for (int i=0; i< numNonLocalVariable; i++){
+ delete ipvCL[i];
+ }
+ ipvCL.clear();
+};
+IPHyperViscoElastoPlasticMultipleNonLocalDamage::IPHyperViscoElastoPlasticMultipleNonLocalDamage(const IPHyperViscoElastoPlasticMultipleNonLocalDamage& source):
+ IPHyperViscoElastoPlasticMultipleLocalDamage(source){
+ _nonlocalEqPlasticStrain= source._nonlocalEqPlasticStrain;
+ _nonlocalFailurePlasticity = source._nonlocalFailurePlasticity;
+ _DirreversibleEnergyDNonLocalVariable = source._DirreversibleEnergyDNonLocalVariable;
+ ipvCL.clear();
+ for (int i=0; i< numNonLocalVariable; i++){
+ if(source.ipvCL[i] != NULL){
+ ipvCL.push_back(dynamic_cast<IPCLength*>(source.ipvCL[i]->clone()));
+ }
+ }
+};
+IPHyperViscoElastoPlasticMultipleNonLocalDamage& IPHyperViscoElastoPlasticMultipleNonLocalDamage::operator=(const IPVariable& source){
+ IPHyperViscoElastoPlasticMultipleLocalDamage::operator=(source);
+ const IPHyperViscoElastoPlasticMultipleNonLocalDamage* ipsource = dynamic_cast<const IPHyperViscoElastoPlasticMultipleNonLocalDamage*>(&source);
+ if (ipsource != NULL){
_nonlocalEqPlasticStrain = ipsource->_nonlocalEqPlasticStrain;
_nonlocalFailurePlasticity = ipsource->_nonlocalFailurePlasticity;
- Peff = ipsource->Peff;
- Leff = ipsource->Leff;
- _Dc = ipsource->_Dc;
+ _DirreversibleEnergyDNonLocalVariable = ipsource->_DirreversibleEnergyDNonLocalVariable;
+
for (int i=0; i< ipsource->numNonLocalVariable; i++){
if(ipsource->ipvCL[i] != NULL){
- ipvCL.push_back(dynamic_cast<IPCLength*>(ipsource->ipvCL[i]->clone()));
- }
- if(ipsource->ipvDam[i] != NULL){
- ipvDam.push_back(dynamic_cast<IPDamage*>(ipsource->ipvDam[i]->clone()));
+ if (ipvCL[i] != NULL){
+ ipvCL[i]->operator=(*dynamic_cast<const IPVariable*>(ipsource->ipvCL[i]));
+ }
}
}
}
@@ -192,17 +238,14 @@ IPNonLocalDamageHyperelasicWithFailure& IPNonLocalDamageHyperelasicWithFailure::
};
-void IPNonLocalDamageHyperelasicWithFailure::restart(){
- IPHyperelastic::restart();
- restartManager::restart(numNonLocalVariable);
+void IPHyperViscoElastoPlasticMultipleNonLocalDamage::restart(){
+ IPHyperViscoElastoPlasticMultipleLocalDamage::restart();
restartManager::restart(_nonlocalEqPlasticStrain);
restartManager::restart(_nonlocalFailurePlasticity);
- restartManager::restart(Peff);
- restartManager::restart(Leff);
- restartManager::restart(_Dc);
+ for (int i=0; i< numNonLocalVariable; i++){
+ restartManager::restart(_DirreversibleEnergyDNonLocalVariable[i]);
+ }
for (int i=0; i< numNonLocalVariable; i++){
ipvCL[i]->restart();
- ipvDam[i]->restart();
}
-
};
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.h b/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.h
index db1c0c55a3220e79b91569c0d38fcf284e20bab9..7b045c5207c583ca04bb19d07269ad77cb0aa1ee 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.h
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageHyperelastic.h
@@ -18,258 +18,254 @@
#include "CLengthLaw.h"
#include "DamageLaw.h"
-class IPNonLocalDamageHyperelasic : public IPHyperelastic
+class IPHyperViscoElastoPlasticLocalDamage : public IPHyperViscoElastoPlastic
{
protected:
- IPCLength* ipvCL;
IPDamage* ipvDam;
- protected: // All data public to avoid the creation of function to access
-
- STensor3 _nldJ2HyperDLocalPlasticStrainDStrain;
-
-// bareps
- double _nldJ2HyperEffectivePlasticStrain;
- double _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
-
- STensor3 Peff;
- STensor43 Leff;
-
double _Dc; // critical damage
- bool _damageBlocked;
-
public:
- IPNonLocalDamageHyperelasic(const J2IsotropicHardening* comp,
+ IPHyperViscoElastoPlasticLocalDamage(const J2IsotropicHardening* comp,
const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin,
- const int N,
- const CLengthLaw *cll, const DamageLaw *dl);
- virtual ~IPNonLocalDamageHyperelasic();
-
- IPNonLocalDamageHyperelasic(const IPNonLocalDamageHyperelasic &source);
- IPNonLocalDamageHyperelasic& operator=(const IPVariable &source);
-
- virtual IPVariable* clone() const{return new IPNonLocalDamageHyperelasic(*this);}
-
+ const int N, const DamageLaw *dl);
+ virtual ~IPHyperViscoElastoPlasticLocalDamage();
- virtual void blockDamage(const bool fl){_damageBlocked = fl;};
- virtual bool damageIsBlocked() const {return _damageBlocked;};
+ IPHyperViscoElastoPlasticLocalDamage(const IPHyperViscoElastoPlasticLocalDamage &source);
+ virtual IPHyperViscoElastoPlasticLocalDamage& operator=(const IPVariable &source);
- virtual const STensor3& getConstRefToEffectiveFirstPKStress() const {return Peff;};
- virtual STensor3& getRefToEffectiveFirstPKStress() { return Peff;};
-
- virtual const STensor43& getConstRefToEffectiveTangentModuli() const {return Leff;};
- virtual STensor43& getRefToEffectiveTangentModuli() {return Leff;};
+ virtual IPVariable* clone() const{return new IPHyperViscoElastoPlasticLocalDamage(*this);}
virtual void setCriticalDamage(const double DT){_Dc = DT;};
virtual double getCriticalDamage() const {return _Dc;};
-
virtual void restart();
- virtual double getCurrentPlasticStrain() const { return _epspbarre;}
- virtual double &getRefToCurrentPlasticStrain() { return _epspbarre;}
- virtual double getEffectivePlasticStrain() const { return _nldJ2HyperEffectivePlasticStrain;}
- virtual double &getRefToEffectivePlasticStrain() { return _nldJ2HyperEffectivePlasticStrain;}
-
- virtual double &getRefToDLocalPlasticStrainDNonLocalPlasticStrain()
- {
- return _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
- }
- virtual double getDLocalPlasticStrainDNonLocalPlasticStrain() const
- {
- return _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
- }
-
- virtual const STensor3 & getConstRefToDLocalPlasticStrainDStrain() const
- {
- return _nldJ2HyperDLocalPlasticStrainDStrain;
- }
- virtual STensor3 & getRefToDLocalPlasticStrainDStrain()
- {
- return _nldJ2HyperDLocalPlasticStrainDStrain;
- }
-
- virtual const IPCLength &getConstRefToIPCLength() const
- {
- if(ipvCL==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvCL not initialized");
- return *ipvCL;
- }
- virtual IPCLength &getRefToIPCLength()
- {
- if(ipvCL==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvCL not initialized");
- return *ipvCL;
- }
- virtual const STensor3 &getConstRefToCharacteristicLength() const
- {
- if(ipvCL==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvCL not initialized");
- return ipvCL->getConstRefToCL();
- }
- virtual STensor3 &getRefToCharacteristicLength() const
- {
- if(ipvCL==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvCL not initialized");
- return ipvCL->getRefToCL();
- }
virtual const IPDamage &getConstRefToIPDamage() const
{
if(ipvDam==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvDam not initialized");
+ Msg::Error("IPHyperViscoElastoPlasticLocalDamage: ipvDam not initialized");
return *ipvDam;
}
virtual IPDamage &getRefToIPDamage()
{
if(ipvDam==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvDam not initialized");
+ Msg::Error("IPHyperViscoElastoPlasticLocalDamage: ipvDam not initialized");
return *ipvDam;
}
virtual double getDamage() const
{
if(ipvDam==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvDam not initialized");
+ Msg::Error("IPHyperViscoElastoPlasticLocalDamage: ipvDam not initialized");
return ipvDam->getDamage();
}
virtual double getMaximalP() const
{
if(ipvDam==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvDam not initialized");
+ Msg::Error("IPHyperViscoElastoPlasticLocalDamage: ipvDam not initialized");
return ipvDam->getMaximalP();
}
virtual double getDeltaDamage() const
{
if(ipvDam==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvDam not initialized");
+ Msg::Error("IPHyperViscoElastoPlasticLocalDamage: ipvDam not initialized");
return ipvDam->getDeltaDamage();
}
virtual double getDDamageDp() const
{
if(ipvDam==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvDam not initialized");
+ Msg::Error("IPHyperViscoElastoPlasticLocalDamage: ipvDam not initialized");
return ipvDam->getDDamageDp();
}
virtual const STensor3 &getConstRefToDDamageDFe() const
{
if(ipvDam==NULL)
- Msg::Error("IPNonLocalDamageQuadYieldHyper: ipvDam not initialized");
+ Msg::Error("IPHyperViscoElastoPlasticLocalDamage: ipvDam not initialized");
return ipvDam->getConstRefToDDamageDFe();
}
};
-class IPNonLocalDamageHyperelasicWithFailure : public IPHyperelastic{
+
+class IPHyperViscoElastoPlasticNonLocalDamage : public IPHyperViscoElastoPlasticLocalDamage
+{
+ protected:
+ IPCLength* ipvCL;
+ double _nonlocalPlasticStrain;
+ double _DirreversibleEnergyDNonLocalVariable;
+
+ public:
+ IPHyperViscoElastoPlasticNonLocalDamage(const J2IsotropicHardening* comp,
+ const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin,
+ const int N,
+ const CLengthLaw *cll, const DamageLaw *dl);
+ virtual ~IPHyperViscoElastoPlasticNonLocalDamage();
+
+ IPHyperViscoElastoPlasticNonLocalDamage(const IPHyperViscoElastoPlasticNonLocalDamage &source);
+ virtual IPHyperViscoElastoPlasticNonLocalDamage& operator=(const IPVariable &source);
+
+ virtual IPVariable* clone() const{return new IPHyperViscoElastoPlasticNonLocalDamage(*this);}
+
+ virtual const double& getDIrreversibleEnergyDNonLocalVariable() const {return _DirreversibleEnergyDNonLocalVariable;};
+ virtual double& getRefToDIrreversibleEnergyDNonLocalVariable() {return _DirreversibleEnergyDNonLocalVariable;};
+
+ virtual void restart();
+ virtual double getCurrentPlasticStrain() const { return _epspbarre;}
+ virtual double &getRefToCurrentPlasticStrain() { return _epspbarre;}
+ virtual double getEffectivePlasticStrain() const { return _nonlocalPlasticStrain;}
+ virtual double &getRefToEffectivePlasticStrain() { return _nonlocalPlasticStrain;}
+
+ virtual const IPCLength &getConstRefToIPCLength() const
+ {
+ if(ipvCL==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticNonLocalDamage: ipvCL not initialized");
+ return *ipvCL;
+ }
+ virtual IPCLength &getRefToIPCLength()
+ {
+ if(ipvCL==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticNonLocalDamage: ipvCL not initialized");
+ return *ipvCL;
+ }
+ virtual const STensor3 &getConstRefToCharacteristicLength() const
+ {
+ if(ipvCL==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticNonLocalDamage: ipvCL not initialized");
+ return ipvCL->getConstRefToCL();
+ }
+ virtual STensor3 &getRefToCharacteristicLength() const
+ {
+ if(ipvCL==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticNonLocalDamage: ipvCL not initialized");
+ return ipvCL->getRefToCL();
+ }
+};
+
+class IPHyperViscoElastoPlasticMultipleLocalDamage : public IPHyperViscoElastoPlastic{
protected:
int numNonLocalVariable;
- std::vector<IPCLength*> ipvCL;
std::vector<IPDamage*> ipvDam;
-
- // bareps
- double _nonlocalEqPlasticStrain;
- double _nonlocalFailurePlasticity;
-
- STensor3 Peff;
- STensor43 Leff;
+
double _Dc; // critical damage
public:
- IPNonLocalDamageHyperelasicWithFailure(const J2IsotropicHardening* comp,
+ IPHyperViscoElastoPlasticMultipleLocalDamage(const J2IsotropicHardening* comp,
const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin,
- const int N, const std::vector<CLengthLaw*>& cll, const std::vector<DamageLaw*>& dl);
- virtual ~IPNonLocalDamageHyperelasicWithFailure();
- IPNonLocalDamageHyperelasicWithFailure(const IPNonLocalDamageHyperelasicWithFailure& source);
- IPNonLocalDamageHyperelasicWithFailure& operator=(const IPVariable& source);
-
- virtual const STensor3& getConstRefToEffectiveFirstPKStress() const {return Peff;};
- virtual STensor3& getRefToEffectiveFirstPKStress() { return Peff;};
-
- virtual const STensor43& getConstRefToEffectiveTangentModuli() const {return Leff;};
- virtual STensor43& getRefToEffectiveTangentModuli() {return Leff;};
+ const int N, const std::vector<DamageLaw*>& dl);
+ virtual ~IPHyperViscoElastoPlasticMultipleLocalDamage();
+ IPHyperViscoElastoPlasticMultipleLocalDamage(const IPHyperViscoElastoPlasticMultipleLocalDamage& source);
+ virtual IPHyperViscoElastoPlasticMultipleLocalDamage& operator=(const IPVariable& source);
virtual void setCriticalDamage(const double DT){_Dc = DT;};
virtual double getCriticalDamage() const {return _Dc;};
virtual int getNumNonLocalVariable() const{return numNonLocalVariable;};
- virtual IPVariable* clone() const{return new IPNonLocalDamageHyperelasicWithFailure(*this);}
+ virtual IPVariable* clone() const{return new IPHyperViscoElastoPlasticMultipleLocalDamage(*this);}
virtual void restart();
- virtual double getCurrentPlasticStrain() const { return _epspbarre;}
- virtual double &getRefToCurrentPlasticStrain() { return _epspbarre;}
- virtual double getEffectivePlasticStrain() const { return _nonlocalEqPlasticStrain;}
- virtual double &getRefToEffectivePlasticStrain() { return _nonlocalEqPlasticStrain;}
-
- virtual double getNonLocalFailurePlasticity() const {return _nonlocalFailurePlasticity;};
- virtual double & getRefToNonLocalFailurePlasticity() {return _nonlocalFailurePlasticity;};
-
- virtual const IPCLength &getConstRefToIPCLength(const int i) const
- {
- if(ipvCL[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
- return *ipvCL[i];
- }
- virtual IPCLength &getRefToIPCLength(const int i)
- {
- if(ipvCL[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
- return *ipvCL[i];
- }
- virtual const STensor3 &getConstRefToCharacteristicLength(const int i) const
- {
- if(ipvCL[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
- return ipvCL[i]->getConstRefToCL();
- }
- virtual STensor3 &getRefToCharacteristicLength(const int i) const
- {
- if(ipvCL[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
- return ipvCL[i]->getRefToCL();
- }
virtual const IPDamage &getConstRefToIPDamage(const int i) const
{
if(ipvDam[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
+ Msg::Error("IPHyperViscoElastoPlasticMultipleLocalDamage: ipvCL[%d] not initialized",i);
return *ipvDam[i];
}
virtual IPDamage &getRefToIPDamage(const int i)
{
if(ipvDam[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
+ Msg::Error("IPHyperViscoElastoPlasticMultipleLocalDamage: ipvCL[%d] not initialized",i);
return *ipvDam[i];
}
virtual double getDamage(const int i) const
{
if(ipvDam[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
+ Msg::Error("IPHyperViscoElastoPlasticMultipleLocalDamage: ipvCL[%d] not initialized",i);
return ipvDam[i]->getDamage();
}
virtual double getMaximalP(const int i) const
{
if(ipvDam[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
+ Msg::Error("IPHyperViscoElastoPlasticMultipleLocalDamage: ipvCL[%d] not initialized",i);
return ipvDam[i]->getMaximalP();
}
virtual double getDeltaDamage(const int i) const
{
if(ipvDam[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
+ Msg::Error("IPHyperViscoElastoPlasticMultipleLocalDamage: ipvCL[%d] not initialized",i);
return ipvDam[i]->getDeltaDamage();
}
virtual double getDDamageDp( const int i) const
{
if(ipvDam[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
+ Msg::Error("IPHyperViscoElastoPlasticMultipleLocalDamage: ipvCL[%d] not initialized",i);
return ipvDam[i]->getDDamageDp();
}
virtual const STensor3 &getConstRefToDDamageDFe(const int i) const
{
if(ipvDam[i]==NULL)
- Msg::Error("IPNonLocalDamageHyperelasicWithFailure: ipvCL[%d] not initialized",i);
+ Msg::Error("IPHyperViscoElastoPlasticMultipleLocalDamage: ipvCL[%d] not initialized",i);
return ipvDam[i]->getConstRefToDDamageDFe();
}
};
+
+
+class IPHyperViscoElastoPlasticMultipleNonLocalDamage : public IPHyperViscoElastoPlasticMultipleLocalDamage{
+ protected:
+ std::vector<IPCLength*> ipvCL;
+ // bareps
+ double _nonlocalEqPlasticStrain;
+ double _nonlocalFailurePlasticity;
+ std::vector<double> _DirreversibleEnergyDNonLocalVariable;
+
+ public:
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage(const J2IsotropicHardening* comp,
+ const J2IsotropicHardening* trac,const J2IsotropicHardening* shear, const kinematicHardening* kin,
+ const int N, const std::vector<CLengthLaw*>& cll, const std::vector<DamageLaw*>& dl);
+ virtual ~IPHyperViscoElastoPlasticMultipleNonLocalDamage();
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage(const IPHyperViscoElastoPlasticMultipleNonLocalDamage& source);
+ virtual IPHyperViscoElastoPlasticMultipleNonLocalDamage& operator=(const IPVariable& source);
+
+ virtual IPVariable* clone() const{return new IPHyperViscoElastoPlasticMultipleNonLocalDamage(*this);}
+
+ virtual const double& getDIrreversibleEnergyDNonLocalVariable(const int i) const {return _DirreversibleEnergyDNonLocalVariable[i];};
+ virtual double& getRefToDIrreversibleEnergyDNonLocalVariable(const int i) {return _DirreversibleEnergyDNonLocalVariable[i];};
+
+ virtual void restart();
+ virtual double getCurrentPlasticStrain() const { return _epspbarre;}
+ virtual double &getRefToCurrentPlasticStrain() { return _epspbarre;}
+
+ virtual double getEffectivePlasticStrain() const { return _nonlocalEqPlasticStrain;}
+ virtual double &getRefToEffectivePlasticStrain() { return _nonlocalEqPlasticStrain;}
+
+ virtual double getNonLocalFailurePlasticity() const {return _nonlocalFailurePlasticity;};
+ virtual double & getRefToNonLocalFailurePlasticity() {return _nonlocalFailurePlasticity;};
+
+ virtual const IPCLength &getConstRefToIPCLength(const int i) const
+ {
+ if(ipvCL[i]==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticMultipleNonLocalDamage: ipvCL[%d] not initialized",i);
+ return *ipvCL[i];
+ }
+ virtual IPCLength &getRefToIPCLength(const int i)
+ {
+ if(ipvCL[i]==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticMultipleNonLocalDamage: ipvCL[%d] not initialized",i);
+ return *ipvCL[i];
+ }
+ virtual const STensor3 &getConstRefToCharacteristicLength(const int i) const
+ {
+ if(ipvCL[i]==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticMultipleNonLocalDamage: ipvCL[%d] not initialized",i);
+ return ipvCL[i]->getConstRefToCL();
+ }
+ virtual STensor3 &getRefToCharacteristicLength(const int i) const
+ {
+ if(ipvCL[i]==NULL)
+ Msg::Error("IPHyperViscoElastoPlasticMultipleNonLocalDamage: ipvCL[%d] not initialized",i);
+ return ipvCL[i]->getRefToCL();
+ }
+};
+
#endif // IPNONLOCALDAMAGEHYPERELASTIC_H_
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.cpp b/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.cpp
index ed5c69b85dc37a87af94be021637127fcf3c3a92..cce622f394d35d02b3f0049b2983d50af184fa9a 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.cpp
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.cpp
@@ -12,7 +12,8 @@
IPNonLocalDamageIsotropicElasticity::IPNonLocalDamageIsotropicElasticity(const CLengthLaw* cLLaw, const DamageLaw* damLaw)
: IPVariableMechanics(), _elasticEnergy(0.), _EffectiveStrains(0.), _NonLocalEffectiveStrains(0.), _CriticalEffectiveStrains(0.), _Dc(1.), _NonLocalToLocal(false),
- _damageBlocked(false),_activeDamaging(false), _irreversibleEnergy(0.), _DirreversibleEnergyDF(0.), _DirreversibleEnergyDNonLocalVariable(0.)
+ _dissipationBlocked(false),_activeDamaging(false), _irreversibleEnergy(0.), _DirreversibleEnergyDF(0.), _DirreversibleEnergyDNonLocalVariable(0.),
+ _damageEnergy(0.)
{
_ipvCL = NULL;
if(cLLaw == NULL)
@@ -45,12 +46,12 @@ IPNonLocalDamageIsotropicElasticity::IPNonLocalDamageIsotropicElasticity(const I
_CriticalEffectiveStrains = source._CriticalEffectiveStrains;
_Dc = source._Dc;
_NonLocalToLocal = source._NonLocalToLocal;
- _damageBlocked = source._damageBlocked;
+ _dissipationBlocked = source._dissipationBlocked;
_activeDamaging = source._activeDamaging;
_irreversibleEnergy = source._irreversibleEnergy;
_DirreversibleEnergyDF = source._DirreversibleEnergyDF;
_DirreversibleEnergyDNonLocalVariable = source._DirreversibleEnergyDNonLocalVariable;
-
+ _damageEnergy = source._damageEnergy;
if(source._ipvCL != NULL)
{
_ipvCL = dynamic_cast<IPCLength*>(source._ipvCL->clone());
@@ -74,11 +75,12 @@ IPNonLocalDamageIsotropicElasticity& IPNonLocalDamageIsotropicElasticity::operat
_CriticalEffectiveStrains = src->_CriticalEffectiveStrains;
_Dc = src->_Dc;
_NonLocalToLocal = src->_NonLocalToLocal;
- _damageBlocked = src->_damageBlocked;
+ _dissipationBlocked = src->_dissipationBlocked;
_activeDamaging = src->_activeDamaging;
_irreversibleEnergy = src->_irreversibleEnergy;
_DirreversibleEnergyDF = src->_DirreversibleEnergyDF;
_DirreversibleEnergyDNonLocalVariable = src->_DirreversibleEnergyDNonLocalVariable;
+ _damageEnergy = src->_damageEnergy;
if(src->_ipvCL != NULL)
{
@@ -122,11 +124,12 @@ void IPNonLocalDamageIsotropicElasticity::restart()
restartManager::restart(_CriticalEffectiveStrains);
restartManager::restart(_Dc);
restartManager::restart(_NonLocalToLocal);
- restartManager::restart(_damageBlocked);
+ restartManager::restart(_dissipationBlocked);
restartManager::restart(_activeDamaging);
restartManager::restart(_irreversibleEnergy);
restartManager::restart(_DirreversibleEnergyDF);
restartManager::restart(_DirreversibleEnergyDNonLocalVariable);
+ restartManager::restart(_damageEnergy);
return;
}
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.h b/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.h
index 42fe8bbc801055fe2e45ca96ac9979fe09ca5567..d8eb25f3e76a018edf70a76c4f0bb419cb5abf03 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.h
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageIsotropicElasticity.h
@@ -31,7 +31,9 @@ protected:
double _Dc; // Critical damage value
bool _NonLocalToLocal; // Flag to switch (if true) between non-local and local scheme after Dc
bool _activeDamaging; // true if damage growing false otherwise
- bool _damageBlocked; // Flag true if damage evolution is blocked
+ bool _dissipationBlocked; // Flag true if damage evolution is blocked
+
+ double _damageEnergy;
// Path following
double _irreversibleEnergy; // Irreversible energy (=dissipated) accumulated from the beginning
@@ -57,15 +59,17 @@ public:
}
}
- virtual void blockDamage(const bool fl){_damageBlocked = fl;};
- virtual bool damageIsBlocked() const {return _damageBlocked;};
+ virtual void blockDissipation(const bool fl){_dissipationBlocked = fl;};
+ virtual bool dissipationIsBlocked() const {return _dissipationBlocked;};
virtual void activeDamage(const bool flg) {_activeDamaging = flg;};
- virtual bool isActiveDamage() const {return _activeDamaging;};
+ virtual bool dissipationIsActive() const {return _activeDamaging;};
// General functions
virtual double defoEnergy() const {return _elasticEnergy;};
virtual double plasticEnergy() const{return 0.;}
+ virtual double damageEnergy() const {return _damageEnergy;};
+ virtual double& getRefToDamageEnergy() {return _damageEnergy;};
virtual void restart();
virtual IPVariable* clone() const {return new IPNonLocalDamageIsotropicElasticity(*this);};
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.cpp b/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.cpp
index d85e5844fab98328c028a992bb9f2d919bd27427..f465c0f587088f11525a020e4342c5ea2eb787db 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.cpp
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.cpp
@@ -10,9 +10,7 @@
#include "ipNonLocalDamageJ2Hyper.h"
#include "restartManager.h"
-IPLocalDamageJ2Hyper::IPLocalDamageJ2Hyper() : IPJ2linear(),
- Dc(1.),activeDamaging(false),
- _nldJ2HyperDLocalPlasticStrainDStrain(0.)
+IPLocalDamageJ2Hyper::IPLocalDamageJ2Hyper() : IPJ2linear(), Dc(1.),_damageEnergy(0.)
{
Msg::Error("IPNonLocalDamageJ2Hyper::IPNonLocalDamageJ2Hyper is not initialized with a damage IP Variable nor a IP CLength");
ipvDam=NULL;
@@ -21,8 +19,7 @@ ipvDam=NULL;
IPLocalDamageJ2Hyper::IPLocalDamageJ2Hyper(const J2IsotropicHardening *j2IH,
const DamageLaw *daml) :
- IPJ2linear(j2IH),
- Dc(1.),activeDamaging(false),_nldJ2HyperDLocalPlasticStrainDStrain(0.)
+ IPJ2linear(j2IH), Dc(1.),_damageEnergy(0.)
{
ipvDam=NULL;
@@ -34,11 +31,9 @@ IPLocalDamageJ2Hyper::IPLocalDamageJ2Hyper(const J2IsotropicHardening *j2IH,
-IPLocalDamageJ2Hyper::IPLocalDamageJ2Hyper(const IPLocalDamageJ2Hyper &source) : IPJ2linear(source)
+IPLocalDamageJ2Hyper::IPLocalDamageJ2Hyper(const IPLocalDamageJ2Hyper &source) : IPJ2linear(source),_damageEnergy(source._damageEnergy)
{
Dc = source.Dc;
- activeDamaging = source.activeDamaging;
- _nldJ2HyperDLocalPlasticStrainDStrain = source._nldJ2HyperDLocalPlasticStrainDStrain;
ipvDam = NULL;
if(source.ipvDam != NULL)
{
@@ -52,12 +47,7 @@ IPLocalDamageJ2Hyper& IPLocalDamageJ2Hyper::operator=(const IPVariable &source)
if(src != NULL)
{
Dc = src->Dc;
- activeDamaging = src->activeDamaging;
- _damageBlocked = src->_damageBlocked;
-
- _nldJ2HyperDLocalPlasticStrainDStrain = src->_nldJ2HyperDLocalPlasticStrainDStrain;
-
-
+ _damageEnergy = src->_damageEnergy;
if(src->ipvDam != NULL)
{
if (ipvDam != NULL)
@@ -77,27 +67,24 @@ void IPLocalDamageJ2Hyper::restart()
IPJ2linear::restart();
restartManager::restart(ipvDam);
restartManager::restart(Dc);
- restartManager::restart(activeDamaging);
- restartManager::restart(_nldJ2HyperDLocalPlasticStrainDStrain);
+ restartManager::restart(_damageEnergy);
return;
}
IPNonLocalDamageJ2Hyper::IPNonLocalDamageJ2Hyper() : IPLocalDamageJ2Hyper(),
- _nldJ2HyperEffectivePlasticStrain (0), _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain(0),
- nonLocalToLocal(false),_DirreversibleEnergyDNonLocalVariable(0.)
+ _nonlocalPlasticStrain (0), nonLocalToLocal(false),_DirreversibleEnergyDNonLocalVariable(0.)
{
Msg::Error("IPNonLocalDamageJ2Hyper::IPNonLocalDamageJ2Hyper is not initialized with a Characteritsic IP Variable nor a IP CLength");
-ipvCL=NULL;
+ ipvCL=NULL;
};
IPNonLocalDamageJ2Hyper::IPNonLocalDamageJ2Hyper(const J2IsotropicHardening *j2IH,
const CLengthLaw *cll, const DamageLaw *daml) :
IPLocalDamageJ2Hyper(j2IH,daml),
- _nldJ2HyperEffectivePlasticStrain (0),
- _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain(0),nonLocalToLocal(false),
+ _nonlocalPlasticStrain (0),nonLocalToLocal(false),
_DirreversibleEnergyDNonLocalVariable(0.)
{
ipvCL=NULL;
@@ -110,8 +97,7 @@ IPNonLocalDamageJ2Hyper::IPNonLocalDamageJ2Hyper(const J2IsotropicHardening *j2I
IPNonLocalDamageJ2Hyper::IPNonLocalDamageJ2Hyper(const IPNonLocalDamageJ2Hyper &source) : IPLocalDamageJ2Hyper(source)
{
- _nldJ2HyperEffectivePlasticStrain=source._nldJ2HyperEffectivePlasticStrain;
- _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain=source._nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
+ _nonlocalPlasticStrain=source._nonlocalPlasticStrain;
nonLocalToLocal = source.nonLocalToLocal;
_DirreversibleEnergyDNonLocalVariable = source._DirreversibleEnergyDNonLocalVariable;
ipvCL = NULL;
@@ -126,8 +112,7 @@ IPNonLocalDamageJ2Hyper& IPNonLocalDamageJ2Hyper::operator=(const IPVariable &so
const IPNonLocalDamageJ2Hyper* src = dynamic_cast<const IPNonLocalDamageJ2Hyper*>(&source);
if(src != NULL)
{
- _nldJ2HyperEffectivePlasticStrain=src->_nldJ2HyperEffectivePlasticStrain;
- _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain=src->_nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
+ _nonlocalPlasticStrain=src->_nonlocalPlasticStrain;
nonLocalToLocal = src->nonLocalToLocal;
_DirreversibleEnergyDNonLocalVariable = src->_DirreversibleEnergyDNonLocalVariable;
@@ -148,8 +133,7 @@ IPNonLocalDamageJ2Hyper& IPNonLocalDamageJ2Hyper::operator=(const IPVariable &so
void IPNonLocalDamageJ2Hyper::restart()
{
IPLocalDamageJ2Hyper::restart();
- restartManager::restart(_nldJ2HyperEffectivePlasticStrain);
- restartManager::restart(_nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain);
+ restartManager::restart(_nonlocalPlasticStrain);
restartManager::restart(ipvCL);
restartManager::restart(nonLocalToLocal);
restartManager::restart(_DirreversibleEnergyDNonLocalVariable);
diff --git a/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.h b/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.h
index 373ee8336dc0367c50ba558db4fbbd5d3496d6f9..6ce9f6166edf5459a3cfbab14fb220ebe87bf795 100644
--- a/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.h
+++ b/NonLinearSolver/internalPoints/ipNonLocalDamageJ2Hyper.h
@@ -21,8 +21,7 @@ class IPLocalDamageJ2Hyper : public IPJ2linear
protected:
IPDamage* ipvDam;
double Dc; // critical damage
- bool activeDamaging; // true if damage growing false otherwise
- STensor3 _nldJ2HyperDLocalPlasticStrainDStrain;
+ double _damageEnergy;
public:
IPLocalDamageJ2Hyper();
@@ -39,27 +38,15 @@ class IPLocalDamageJ2Hyper : public IPJ2linear
IPLocalDamageJ2Hyper(const IPLocalDamageJ2Hyper &source);
virtual IPLocalDamageJ2Hyper& operator=(const IPVariable &source);
virtual void restart();
+
+ virtual double damageEnergy() const {return _damageEnergy;};
+ virtual double& getRefToDamageEnergy() {return _damageEnergy;};
virtual IPVariable* clone() const {return new IPLocalDamageJ2Hyper(*this);};
- virtual double getCurrentPlasticStrain() const { return _j2lepspbarre;}
- virtual double &getRefToCurrentPlasticStrain() { return _j2lepspbarre;}
virtual void setCriticalDamage(const double DT){Dc = DT;};
virtual double getCriticalDamage() const {return Dc;};
- virtual void activeDamage(const bool flg) {activeDamaging = flg;};
- virtual bool isActiveDamage() const {return activeDamaging;};
-
- virtual const STensor3 & getConstRefToDLocalPlasticStrainDStrain() const
- {
- return _nldJ2HyperDLocalPlasticStrainDStrain;
- }
- virtual STensor3 & getRefToDLocalPlasticStrainDStrain()
- {
- return _nldJ2HyperDLocalPlasticStrainDStrain;
- }
-
-
virtual const IPDamage &getConstRefToIPDamage() const
{
if(ipvDam==NULL)
@@ -113,12 +100,9 @@ class IPNonLocalDamageJ2Hyper : public IPLocalDamageJ2Hyper
IPCLength* ipvCL;
bool nonLocalToLocal; // allows switching from non-local to local
-
double _DirreversibleEnergyDNonLocalVariable;
// bareps
- double _nldJ2HyperEffectivePlasticStrain;
- double _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
-
+ double _nonlocalPlasticStrain;
public:
IPNonLocalDamageJ2Hyper();
@@ -144,19 +128,10 @@ class IPNonLocalDamageJ2Hyper : public IPLocalDamageJ2Hyper
virtual IPVariable* clone() const {return new IPNonLocalDamageJ2Hyper(*this);};
- virtual double getEffectivePlasticStrain() const { return _nldJ2HyperEffectivePlasticStrain;}
- virtual double &getRefToEffectivePlasticStrain() { return _nldJ2HyperEffectivePlasticStrain;}
+ virtual double getEffectivePlasticStrain() const { return _nonlocalPlasticStrain;}
+ virtual double &getRefToEffectivePlasticStrain() { return _nonlocalPlasticStrain;}
- virtual double &getRefToDLocalPlasticStrainDNonLocalPlasticStrain()
- {
- return _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
- }
- virtual double getDLocalPlasticStrainDNonLocalPlasticStrain() const
- {
- return _nldJ2HyperDLocalPlasticStrainDNonLocalPlasticStrain;
- }
-
virtual const IPCLength &getConstRefToIPCLength() const
{
if(ipvCL==NULL)
diff --git a/NonLinearSolver/internalPoints/ipstate.cpp b/NonLinearSolver/internalPoints/ipstate.cpp
index ae293d6fe99af8657e0a1675a6dd0f8ee6175057..5d66e692a4e88177c83f1dd2f2ae48b8335ea93a 100644
--- a/NonLinearSolver/internalPoints/ipstate.cpp
+++ b/NonLinearSolver/internalPoints/ipstate.cpp
@@ -70,7 +70,7 @@ IP3State::~IP3State(){
if(_step2) {delete _step2; _step2=NULL;}
if(_step1) {delete _step1; _step1 = NULL;}
if (_temp) {delete _temp; _temp = NULL;};
- if (_prevActiveDamage) {delete _prevActiveDamage; _prevActiveDamage = NULL;};
+ if (_activeDissipation) {delete _activeDissipation; _activeDissipation = NULL;};
}
IP3State::IP3State(const IP3State &source) : IPStateBase(source)
@@ -89,7 +89,7 @@ IP3State::IP3State(const IP3State &source) : IPStateBase(source)
}
_st = source._st;
_temp = NULL;
- _prevActiveDamage = NULL;
+ _activeDissipation = NULL;
}
IP3State & IP3State::operator = (const IPStateBase &source){
@@ -142,18 +142,18 @@ IPVariable* IP3State::getState(const whichState wst) const
}
return _temp;
break;
- case previousActiveDamage :
- if (_prevActiveDamage == NULL){
+ case activeDissipation :
+ if (_activeDissipation == NULL){
if (_initial)
- _prevActiveDamage = _initial->clone();
+ _activeDissipation = _initial->clone();
else if (_step1)
- _prevActiveDamage = _step1->clone();
+ _activeDissipation = _step1->clone();
else if (_step2)
- _prevActiveDamage = _step2->clone();
+ _activeDissipation = _step2->clone();
else
Msg::Fatal("this IP3State is not initialized");
}
- return _prevActiveDamage;
+ return _activeDissipation;
break;
case initial :
return _initial;
diff --git a/NonLinearSolver/internalPoints/ipstate.h b/NonLinearSolver/internalPoints/ipstate.h
index b59f46b0294a6462480dca972f64b8bd511f2389..b0a56f25eb0c6df862d9967156e958461d1a2161 100644
--- a/NonLinearSolver/internalPoints/ipstate.h
+++ b/NonLinearSolver/internalPoints/ipstate.h
@@ -34,7 +34,7 @@ class IPStateBase{
}
virtual ~IPStateBase();
- enum whichState{initial, previous, current, temp, previousActiveDamage};
+ enum whichState{initial, previous, current, temp, activeDissipation};
virtual IPVariable* getState(const whichState wst=IPStateBase::current) const=0;
virtual void restart()=0;
virtual void getAllIPVariable(std::vector<IPVariable*>& allIP) const = 0;
@@ -76,15 +76,15 @@ class IP1State : public IPStateBase{
class IP3State : public IPStateBase{
protected :
mutable IPVariable *_temp; // temporary state
- mutable IPVariable *_prevActiveDamage;
+ mutable IPVariable *_activeDissipation; // dissipative active
IPVariable *_initial; // initial state t=0
IPVariable *_step1; // previous step if _st = true and current step otherwise
IPVariable *_step2; // current step if _st = true and previous step otherwise
const bool *_st; // pointer on a bool value to choice what vector is current and what vector is previous
public :
- IP3State(bool *st) : IPStateBase(),_st(st), _initial(NULL), _step1(NULL), _step2(NULL),_temp(NULL),_prevActiveDamage(NULL){}
+ IP3State(bool *st) : IPStateBase(),_st(st), _initial(NULL), _step1(NULL), _step2(NULL),_temp(NULL),_activeDissipation(NULL){}
IP3State(const bool *st,IPVariable *init,
- IPVariable *st1, IPVariable *st2): _st(st), _initial(init), _step1(st1), _step2(st2),_temp(NULL),_prevActiveDamage(NULL){}
+ IPVariable *st1, IPVariable *st2): _st(st), _initial(init), _step1(st1), _step2(st2),_temp(NULL),_activeDissipation(NULL){}
virtual ~IP3State();
IP3State(const IP3State &source);
virtual IP3State & operator = (const IPStateBase &source);
diff --git a/NonLinearSolver/internalPoints/ipvariable.h b/NonLinearSolver/internalPoints/ipvariable.h
index f6cc477784310affb69449bddc4485a000cbc475..374cee503d4878a5dcc0adecc8381d47e7187ea4 100644
--- a/NonLinearSolver/internalPoints/ipvariable.h
+++ b/NonLinearSolver/internalPoints/ipvariable.h
@@ -97,13 +97,14 @@ class IPVariableMechanics : public IPVariable{
return *this;
}
virtual ~IPVariableMechanics(){}
- virtual bool isActiveDamage() const {return false;};
+ virtual bool dissipationIsActive() const {return false;};
- virtual void blockDamage(const bool bl){}
- virtual bool damageIsBlocked() const {return false;}
+ virtual void blockDissipation(const bool bl){}
+ virtual bool dissipationIsBlocked() const {return false;}
virtual double defoEnergy() const{return 0.;}
virtual double plasticEnergy() const{return 0.;} // dissipation by plasticity
+ virtual double damageEnergy() const {return 0.;}; // dissipation by damage
virtual double irreversibleEnergy() const {return 0.;} // irreversible energy for path following
// Default for fracture (a separate class cannot be defined in order to avoid a double derivation IPVariable2ForFracture)
virtual int fractureEnergy(double* arrayEnergy) const{return 0;}
diff --git a/NonLinearSolver/materialLaw/DamageLaw.cpp b/NonLinearSolver/materialLaw/DamageLaw.cpp
index f1c1cd0d4cf68efed7629cef886889855731dad4..33f8660db4e227139f0674305c82858705f8f87b 100644
--- a/NonLinearSolver/materialLaw/DamageLaw.cpp
+++ b/NonLinearSolver/materialLaw/DamageLaw.cpp
@@ -12,7 +12,7 @@
#include "DamageLaw.h"
#include <math.h>
-DamageLaw::DamageLaw(const int num, const bool init): _num(num), _initialized(init), _Dc(1.)
+DamageLaw::DamageLaw(const int num, const bool init): _num(num), _initialized(init), _Dc(0.99999999999)
{
}
@@ -85,33 +85,31 @@ void LemaitreChabocheDamageLaw::computeDamage(double p1, double p0, double phiel
double D=D0;
double maxp = maxp0;
- if (ipvprev.getDamage() < _Dc){
- if(p1>pc) p1=pc;
- if(p1>p0 and p1>pInit)
+ if(p1>pc) p1=pc;
+ if(p1>p0 and p1>pInit)
+ {
+ DeltaD = pow(phiel/alpha,n)*(p1-p0);
+ dDdp = pow(phiel/alpha,n);
+ for(int i=0; i<3; i++)
{
- DeltaD = pow(phiel/alpha,n)*(p1-p0);
- dDdp = pow(phiel/alpha,n);
- for(int i=0; i<3; i++)
+ for(int j=0; j<3; j++)
{
- for(int j=0; j<3; j++)
- {
- dDdFe(i,j)=0.;
- for(int k=0; k<3; k++)
- dDdFe(i,j)+=Peff(i,k)*Fp(j,k);
- }
+ dDdFe(i,j)=0.;
+ for(int k=0; k<3; k++)
+ dDdFe(i,j)+=Peff(i,k)*Fp(j,k);
}
- dDdFe *=(pow(phiel/alpha,n-1)*(p1-p0)*n/alpha);
- }
- D = D0+DeltaD;
- if(D>0.99999999999)
- {
- double oldDD=DeltaD;
- DeltaD = 0.99999999999-D0;
- double rat = DeltaD/oldDD;
- D = D0+DeltaD;
- dDdp *= rat;
- dDdFe *= rat;
- }
+ }
+ dDdFe *=(pow(phiel/alpha,n-1)*(p1-p0)*n/alpha);
+ }
+ D = D0+DeltaD;
+ if(D>0.99999999999)
+ {
+ double oldDD=DeltaD;
+ DeltaD = 0.99999999999-D0;
+ double rat = DeltaD/oldDD;
+ D = D0+DeltaD;
+ dDdp *= rat;
+ dDdFe *= rat;
}
if(p1>maxp) maxp=p1;
@@ -519,24 +517,33 @@ void PowerBrittleDamagelaw::computeDamage(double p1, double p0, double phiel, co
double D = D0; // Current new values of damage
double maxp = maxp0; // Current new values of memory variable
- if (ipvprev.getDamage() < _Dc){
- if(p1>maxp){
- if((p1>_pi)){
- double valt = 1. - _H*(_n+1.)/(_m+1.)*(pow(p1,_m+1.) - pow(_pi,_m+1.));
- double powval = 1./(_n+1.);
- if (valt > 0){
- D = 1. - pow(valt,powval);
- DeltaD = D - D0;
- dDdp = _H * pow(p1,_m)*pow(1.-D,-_n);
- }
- else{
+ if (D0 < _Dc){
+ if ((p1>maxp)and (p1>_pi)){
+ double valt = 1. - _H*(_n+1.)/(_m+1.)*(pow(p1,_m+1.) - pow(_pi,_m+1.));
+ double powval = 1./(_n+1.);
+ if (valt > 0){
+ D = 1. - pow(valt,powval);
+ DeltaD = D - D0;
+ dDdp = _H * pow(p1,_m)*pow(1.-D,-_n);
+ if (D > _Dc){
D = _Dc;
+ double oldDD=DeltaD;
DeltaD = D - D0;
- dDdp = DeltaD/(p1-maxp0);
+ dDdp *= ((D-D0)/oldDD);
}
}
+ else{
+ D = _Dc;
+ DeltaD = D - D0;
+ dDdp = DeltaD/(p1-maxp0);
+ }
}
}
+ else{
+ D = _Dc;
+ DeltaD = 0.;
+ dDdp = 0.;
+ }
if(p1>maxp) maxp=p1;
// Values saving
diff --git a/NonLinearSolver/materialLaw/mlaw.h b/NonLinearSolver/materialLaw/mlaw.h
index 8794466b052b2028a8eb8c8b4f9cddf5e60c26f1..6b89fd8ad93ecaaa9537107c1b9422db43432fc5 100644
--- a/NonLinearSolver/materialLaw/mlaw.h
+++ b/NonLinearSolver/materialLaw/mlaw.h
@@ -28,7 +28,7 @@ class materialLaw{
transverseIsoYarnB, Anisotropic, AnisotropicStoch, nonLocalDamage, vumat,
FSElastic, FSElastoPlastic, numeric, secondOrderElastic, j2smallstrain,nonLocalDamageGurson,nonLocalDamageJ2Hyper, nonLocalDamageIsotropicElasticity,LinearThermoMechanics,J2ThermoMechanics,SMP,LinearElecTherMech,
AnIsotropicElecTherMech, hyperelastic, quadYieldHyper, powerYieldLaw, powerYieldLawWithFailure, nonLocalDamageQuadYieldHyper,nonLocalDamagePowerYieldHyper,
- nonLocalDamagePowerYieldHyperWithFailure,ElecSMP,ThermalConducter,AnIsotropicTherMech, localDamageJ2Hyper,linearElastic};
+ localDamagePowerYieldHyperWithFailure,nonLocalDamagePowerYieldHyperWithFailure,ElecSMP,ThermalConducter,AnIsotropicTherMech, localDamageJ2Hyper,linearElastic};
protected :
@@ -71,7 +71,6 @@ class materialLaw{
virtual void setMacroSolver(const nonLinearMechSolver* sv){_macroSolver = sv;};
virtual const nonLinearMechSolver* getMacroSolver() const {return _macroSolver;};
- virtual bool withDamage() const {return false;};
virtual bool withEnergyDissipation() const = 0;
// function to define when one IP is broken
virtual bool brokenCheck(IPVariable* ipv) const { return false;}
diff --git a/NonLinearSolver/materialLaw/mlawAnIsotropicTherMech.cpp b/NonLinearSolver/materialLaw/mlawAnIsotropicTherMech.cpp
index 7db2a689686ac7039582046b67ff50a79a4526db..8728cf0d26cfa70bfe61522bd436548e971f6bf3 100644
--- a/NonLinearSolver/materialLaw/mlawAnIsotropicTherMech.cpp
+++ b/NonLinearSolver/materialLaw/mlawAnIsotropicTherMech.cpp
@@ -339,7 +339,7 @@ void mlawAnIsotropicTherMech::constitutive(
double I5= dot(A,CCA);
double th=3*_alphath*_K/_lambda*(T-_t0);
double PsyIso = -2.*lnJ*th+th*th;
- double PsyTr = -6. *_beta*_K/_lambda*(T-_t0)*(I4-1.);
+ double PsyTr = -6. *_beta*_K/_lambda*_alphath*(T-_t0)*(I4-1.);
return (PsyIso+PsyTr);
}
diff --git a/NonLinearSolver/materialLaw/mlawHyperelastic.cpp b/NonLinearSolver/materialLaw/mlawHyperelastic.cpp
index 2b6367008f49e56a0d36d69998e77ce33d310e0b..8466622c2e2ef0d02ae4ea940f2568ee0de1941a 100644
--- a/NonLinearSolver/materialLaw/mlawHyperelastic.cpp
+++ b/NonLinearSolver/materialLaw/mlawHyperelastic.cpp
@@ -96,6 +96,23 @@ void mlawHyperViscoElastic::setViscoElasticData(const std::string filename){
fclose(file);
};
+double mlawHyperViscoElastic::deformationEnergy(const STensor3 &C) const
+{
+ static STensor3 logCdev;
+ STensorOperation::logSTensor3(C,_order,logCdev,NULL);
+ double trace = logCdev.trace();
+ double lnJ = 0.5*trace;
+ logCdev(0,0)-=trace/3.;
+ logCdev(1,1)-=trace/3.;
+ logCdev(2,2)-=trace/3.;
+
+ double Psy = _K*0.5*lnJ*lnJ+_mu*0.25*dot(logCdev,logCdev);
+ for (int i=0; i<_N; i++){
+ Psy += _Ki[i]*0.5*lnJ*lnJ+_Gi[i]*0.25*dot(logCdev,logCdev);
+ }
+ return Psy;;
+}
+
mlawHyperViscoElastic::mlawHyperViscoElastic(const int num,const double E,const double nu, const double rho,
const bool matrixbyPerturbation, const double pert):
@@ -146,199 +163,212 @@ double mlawHyperViscoElastic::soundSpeed() const
return sqrt(_E*factornu/_rho);
}
-void mlawHyperViscoElastic::isotropicHookTensor(const double K, const double G, STensor43& L) const{
- double lambda = K - 2.*G/3.;
- static STensor3 I(1.);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- L(i,j,k,l) = lambda*I(i,j)*I(k,l)+ G*(I(i,k)*I(j,l)+I(i,l)*I(j,k));
+void mlawHyperViscoElastic::updateViscoElasticFlow(const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1, double& Ke, double & Ge) const{
+ if ((_Ki.size() > 0) or (_Gi.size() > 0)){
+
+ double dt = this->getTimeStep();
+ if (_viscoMethod == 0){
+ static STensor3 DE, devDE;
+ static double trDE;
+
+ DE = q1->_Ee;
+ DE -= q0->_Ee;
+ STensorOperation::decomposeDevTr(DE,devDE,trDE);
+
+ // maxwell
+ Ge = _mu;
+ Ke = _K;
+
+ for (int i=0; i<_Gi.size(); i++){
+ double dtg = dt/_gi[i];
+ double expmdtg = exp(-dtg);
+ double ztag = exp(-dtg/2.);
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ q1->_A[i](k,l) = expmdtg*q0->_A[i](k,l) + 2.*_Gi[i]*ztag*devDE(k,l);
+ }
}
+ Ge += _Gi[i]*ztag;
+ }
+ for (int i=0; i<_Ki.size(); i++){
+ double dtk = dt/_ki[i];
+ double expmdtk = exp(-dtk);
+ double ztak = exp(-dtk/2.);
+ q1->_B[i] = q0->_B[i]*expmdtk +_Ki[i]*ztak*trDE;
+ Ke += _Ki[i]*ztak;
}
}
- }
-};
-
-
-void mlawHyperViscoElastic::elastic(const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1, const bool stiff, STensor43& DsigDE) const{
-
- /* compute elastic predictor */
- const STensor3& E1 = q1->getConstRefToElasticStrain();// elastic defo
- const STensor3& E0 = q0->getConstRefToElasticStrain();
-
- STensor3& corKir = q1->getRefToCorotationalKirchhoffStress(); // corrotational Kirchhoff stress
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- corKir(i,j) = 0.;
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- corKir(i,j) += Cel(i,j,k,l)*E1(k,l);
+ else if (_viscoMethod == 1){
+ static STensor3 DK, devDK;
+ static double trDK;
+
+ DK = q1->_kirchhoff;
+ DK -= q0->_kirchhoff;
+
+ STensorOperation::decomposeDevTr(DK,devDK,trDK);
+
+ /*update internal variable from stress increment*/
+ for (int i=0; i< _Gi.size(); i++){
+ q1->_A[i] *= 0.;
+ double dtg = dt/(_gi[i]);
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ q1->_A[i](k,l) += exp(-dtg)*q0->_A[i](k,l) + exp(-dtg/2.)*devDK(k,l);
+ }
}
}
- }
- }
- // elastic energy
- double& energ = q1->_elasticEnergy;
- energ = 0.5*dot(corKir,E1);
-
- if (stiff){
- isotropicHookTensor(_K,_mu,DsigDE);
- };
-};
-void mlawHyperViscoElastic::viscoelastic_VoigtKelvin(const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1,
- const bool stiff, STensor43& DsigDE) const{
- /* compute viscoelastic model */
- const STensor3& E1 = q1->getConstRefToElasticStrain();
- const STensor3& E0 = q0->getConstRefToElasticStrain();
-
- static STensor3 DE, devDE;
- static double trDE;
- DE = E1;
- DE -= E0;
-
- STensorOperation::decomposeDevTr(DE,devDE,trDE);
- double dt = this->getTimeStep();
-
- double invGe = 1./_mu;
- STensor3 D(0.);
- for (int i=0; i<_Gi.size(); i++){
- double dtg = dt/(_gi[i]);
- invGe += (1.-exp(-dtg/2.))/_Gi[i];
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- D(k,l) += q0->_A[i](k,l)*(exp(-dtg)-1.)/(2.*_Gi[i]);
+ for (int i=0; i< _Ki.size(); i++){
+ q1->_B[i] *= 0.;
+ double dtk = dt/(_ki[i]);
+ q1->_B[i] += exp(-dtk)*q0->_B[i] + exp(-dtk/2.)*trDK;
}
}
- }
- double Ge = 1./invGe;
-
- double invKe = 1./_K;
- double V= 0.;
- for (int i=0; i<_Ki.size(); i++){
- double dtk = dt/(_ki[i]);
- invKe += (1.-exp(-dtk/2))/_Ki[i];
- V += q0->_B[i]*(exp(-dtk)-1.)/(3.*_Ki[i]);
- }
- double Ke = 1./invKe;
-
- // stress increment
- static STensor3 DdevK;
- DdevK = devDE; // dev corotational kirchoff stress predictor
- DdevK += D;
- DdevK *= (2.*Ge);
- double Dp = Ke*(trDE+ V); // pressure predictor
-
- /*update internal variable from stress increment*/
- for (int i=0; i< _Gi.size(); i++){
- q1->_A[i] *= 0.;
- double dtg = dt/(_gi[i]);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) += exp(-dtg)*q0->_A[i](k,l) + exp(-dtg/2.)*DdevK(k,l);
- }
+ else{
+ Msg::Fatal("visco elastic method %d has not been defined");
}
}
-
- for (int i=0; i< _Ki.size(); i++){
- q1->_B[i] *= 0.;
- double dtk = dt/(_ki[i]);
- q1->_B[i] += exp(-dtk)*q0->_B[i] + exp(-dtk/2.)*3.*Dp;
- }
-
- // corotational Kirchhoff stress tenor from previous and increment
- STensor3& corK = q1->getRefToCorotationalKirchhoffStress();
- corK = q0->getConstRefToCorotationalKirchhoffStress();
-
- corK += DdevK;
- corK(0,0) += Dp;
- corK(1,1) += Dp;
- corK(2,2) += Dp;
-
- if (stiff){
- isotropicHookTensor(Ke,Ge,DsigDE);
- };
};
+void mlawHyperViscoElastic::viscoElasticPredictor(const STensor3& Ee, const STensor3& Ee0,
+ const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1,
+ double& Ke, double& Ge) const{
+ if ((_Ki.size() > 0) or (_Gi.size() > 0)){
+ static STensor3 DE, devDE;
+ static double trDE;
+ DE = Ee;
+ DE -= Ee0;
+ STensorOperation::decomposeDevTr(DE,devDE,trDE);
+
+ double dt = this->getTimeStep();
+ if (_viscoMethod == 0){
+ Ge = _mu;
+ Ke = _K;
+ for (int i=0; i<_Gi.size(); i++){
+ double dtg = dt/_gi[i];
+ double expmdtg = exp(-dtg);
+ double ztag = exp(-dtg/2.);
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ q1->_A[i](k,l) = expmdtg*q0->_A[i](k,l) + 2.*_Gi[i]*ztag*devDE(k,l);
+ }
+ }
+ Ge += _Gi[i]*ztag;
+ }
+ for (int i=0; i<_Ki.size(); i++){
+ double dtk = dt/_ki[i];
+ double expmdtk = exp(-dtk);
+ double ztak = exp(-dtk/2.);
+ q1->_B[i] = q0->_B[i]*expmdtk +_Ki[i]*ztak*trDE;
+ Ke += _Ki[i]*ztak;
+ }
+
+ static STensor3 devK;
+ static double p;
+ STensorOperation::decomposeDevTr(Ee,devK,p);
+ devK *= (2.*_mu); // deviatoric part
+ p *= _K; // pressure
+
+ for (int i=0; i<_Gi.size(); i++){
+ devK += q1->_A[i];
+ }
+ for (int i=0; i<_Ki.size(); i++){
+ p += q1->_B[i];
+ }
+
+ q1->_kirchhoff = devK;
+ q1->_kirchhoff(0,0) += p;
+ q1->_kirchhoff(1,1) += p;
+ q1->_kirchhoff(2,2) += p;
+ }
+ else if (_viscoMethod == 1){
+ double invGe = 1./_mu;
+ STensor3 D(0.);
+ for (int i=0; i<_Gi.size(); i++){
+ double dtg = dt/(_gi[i]);
+ invGe += (1.-exp(-dtg/2.))/_Gi[i];
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ D(k,l) += q0->_A[i](k,l)*(exp(-dtg)-1.)/(2.*_Gi[i]);
+ }
+ }
+ }
+ Ge = 1./invGe;
-void mlawHyperViscoElastic::viscoelastic_Maxwell(const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1,
- const bool stiff, STensor43& DsigDE) const{
- /* compute viscoelastic model */
- const STensor3& E1 = q1->getConstRefToElasticStrain();
- const STensor3& E0 = q0->getConstRefToElasticStrain();
-
- static STensor3 devE1, devE0;
- static double trE1, trE0;
-
- STensorOperation::decomposeDevTr(E1,devE1,trE1);
- STensorOperation::decomposeDevTr(E0,devE0,trE0);
-
- // update A, B
+ double invKe = 1./_K;
+ double V= 0.;
+ for (int i=0; i<_Ki.size(); i++){
+ double dtk = dt/(_ki[i]);
+ invKe += (1.-exp(-dtk/2))/_Ki[i];
+ V += q0->_B[i]*(exp(-dtk)-1.)/(3.*_Ki[i]);
+ }
+ Ke = 1./invKe;
- double dt = this->getTimeStep();
-// Msg::Error("dt = %e",dt);
- double Ge = _mu;
- double Ke = _K;
+ // stress increment
+ static STensor3 DdevK;
+ DdevK = devDE; // dev corotational kirchoff stress predictor
+ DdevK += D;
+ DdevK *= (2.*Ge);
+ double Dp = Ke*(trDE+ V); // pressure predictor
- //Msg::Error("Gi size = %d, Ki size = %d",_Gi.size(), _Ki.size());
+ /*update internal variable from stress increment*/
+ for (int i=0; i< _Gi.size(); i++){
+ q1->_A[i] *= 0.;
+ double dtg = dt/(_gi[i]);
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ q1->_A[i](k,l) += exp(-dtg)*q0->_A[i](k,l) + exp(-dtg/2.)*DdevK(k,l);
+ }
+ }
+ }
- for (int i=0; i<_Gi.size(); i++){
- double dtg = dt/_gi[i];
- double expmdtg = exp(-dtg);
- double ztag = exp(-dtg/2.);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) = expmdtg*q0->_A[i](k,l) + 2.*_Gi[i]*ztag*(devE1(k,l)-devE0(k,l));
+ for (int i=0; i< _Ki.size(); i++){
+ q1->_B[i] *= 0.;
+ double dtk = dt/(_ki[i]);
+ q1->_B[i] += exp(-dtk)*q0->_B[i] + exp(-dtk/2.)*3.*Dp;
}
- }
- Ge += _Gi[i]*ztag;
- }
- for (int i=0; i<_Ki.size(); i++){
- double dtk = dt/_ki[i];
- double expmdtk = exp(-dtk);
- double ztak = exp(-dtk/2.);
- q1->_B[i] = q0->_B[i]*expmdtk +_Ki[i]*ztak*(trE1-trE0);
- Ke += _Ki[i]*ztak;
+ // corotational Kirchhoff stress tenor from previous and increment
+ STensor3& corK = q1->_kirchhoff;
+ corK = q0->_kirchhoff;
+
+ corK += DdevK;
+ corK(0,0) += Dp;
+ corK(1,1) += Dp;
+ corK(2,2) += Dp;
+ }
+ else{
+ Msg::Fatal("visco elastic method %d has not been defined");
+ }
}
+ else{
+ static STensor3 devK;
+ static double p;
+ STensorOperation::decomposeDevTr(Ee,devK,p);
+ devK *= (2.*_mu); // deviatoric part
+ p *= _K; // pressure
+
+ Ke = _K;
+ Ge = _mu;
- // corotational Kirchhoff stress tenor
- STensor3& corKir = q1->getRefToCorotationalKirchhoffStress();
- corKir = devE1;
- corKir *= (2.*_mu);
- // update viscoelastic branches
- for (int i=0; i<_Gi.size(); i++){
- corKir += q1->_A[i];
- }
-
- double p = _K*trE1;
- for (int i=0; i<_Ki.size(); i++){
- p += q1->_B[i];
+ q1->_kirchhoff = devK;
+ q1->_kirchhoff(0,0) += p;
+ q1->_kirchhoff(1,1) += p;
+ q1->_kirchhoff(2,2) += p;
}
- // update pressure
- corKir(0,0) += p;
- corKir(1,1) += p;
- corKir(2,2) += p;
-
- if (stiff){
- isotropicHookTensor(Ke,Ge,DsigDE);
- };
-
};
-void mlawHyperViscoElastic::viscoelastic(const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1, const bool stiff, STensor43& DsigDE) const{
- if (_Ki.size() == 0 and _Gi.size() == 0){
- // no visco
- this->elastic(q0,q1,stiff,DsigDE);
- }
- else{
- if (_viscoMethod == 0)
- this->viscoelastic_Maxwell(q0,q1,stiff,DsigDE);
- else if (_viscoMethod == 1)
- this->viscoelastic_VoigtKelvin(q0,q1,stiff,DsigDE);
- else
- Msg::Fatal("this visco method has not been implemented");
+void mlawHyperViscoElastic::isotropicHookTensor(const double K, const double G, STensor43& L) const{
+ double lambda = K - 2.*G/3.;
+ static STensor3 I(1.);
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ L(i,j,k,l) = lambda*I(i,j)*I(k,l)+ G*(I(i,k)*I(j,l)+I(i,l)*I(j,k));
+ }
+ }
+ }
}
};
@@ -359,18 +389,22 @@ void mlawHyperViscoElastic::predictorCorrector_ViscoElastic(const STensor3& F0,
}
E *= 0.5; // strain
- static STensor43 DcorKDE;
-
- this->viscoelastic(q0,q1,stiff,DcorKDE);
+ double Ke, Ge;
+ viscoElasticPredictor(E,q0->_Ee,q0,q1,Ke,Ge);
const STensor3& corKir = q1->getConstRefToCorotationalKirchhoffStress();
static STensor3 secondPK;
STensorOperation::multSTensor3STensor43(corKir,dlnCdC,secondPK);
STensorOperation::multSTensor3(F,secondPK,P);
// first PK
+
+ q1->_elasticEnergy=deformationEnergy(C);
if (stiff){
static STensor43 DsecondPKdC;
+ static STensor43 DcorKDE;
+ isotropicHookTensor(Ke,Ge,DcorKDE);
+
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
for (int k=0; k<3; k++){
@@ -441,66 +475,30 @@ void mlawHyperViscoElastic::constitutive(const STensor3& F0, const STensor3& F,
}
};
-mlawHyperViscoElastoPlasticBase::mlawHyperViscoElastoPlasticBase(const int num,const double E,const double nu, const double rho, const double tol,
- const bool matrixbyPerturbation, const double pert): mlawHyperViscoElastic(num,E,nu,rho,matrixbyPerturbation,pert), _tol(tol),
- _p(0.),_viscosity(NULL),_compression(NULL),_traction(NULL),_shear(NULL),_kinematic(NULL){
-};
-
-mlawHyperViscoElastoPlasticBase::mlawHyperViscoElastoPlasticBase(const mlawHyperViscoElastoPlasticBase& src): mlawHyperViscoElastic(src){
- _tol = src._tol;
- _p = src._p;
- _viscosity = NULL;
- if (src._viscosity){
- _viscosity = src._viscosity->clone();
- }
-
- _compression = NULL;
- if (src._compression){
- _compression = src._compression->clone();
- }
- _traction = NULL;
- if (src._traction){
- _traction = src._traction->clone();
- }
- _shear = NULL;
- if (src._shear){
- _shear = src._shear->clone();
- }
- _kinematic = NULL;
- if (src._kinematic){
- _kinematic = src._kinematic->clone();
- }
-};
-mlawHyperViscoElastoPlasticBase::~mlawHyperViscoElastoPlasticBase(){
- if (_viscosity) {delete _viscosity; _viscosity = NULL;};
- if (_compression) {delete _compression; _compression = NULL;}
- if (_traction) {delete _traction; _traction = NULL;};
- if (_shear) {delete _shear; _shear = NULL;};
-};
-void mlawHyperViscoElastoPlasticBase::setCompressionHardening(const J2IsotropicHardening& comp){
+void mlawPowerYieldHyper::setCompressionHardening(const J2IsotropicHardening& comp){
if (_compression) delete _compression;
_compression = comp.clone();
};
-void mlawHyperViscoElastoPlasticBase::setTractionHardening(const J2IsotropicHardening& trac){
+void mlawPowerYieldHyper::setTractionHardening(const J2IsotropicHardening& trac){
if (_traction) delete _traction;
_traction = trac.clone();
};
-void mlawHyperViscoElastoPlasticBase::setShearHardening(const J2IsotropicHardening& shear){
+void mlawPowerYieldHyper::setShearHardening(const J2IsotropicHardening& shear){
if (_shear) delete _shear;
_shear = shear.clone();
};
-void mlawHyperViscoElastoPlasticBase::setKinematicHardening(const kinematicHardening& kin){
+void mlawPowerYieldHyper::setKinematicHardening(const kinematicHardening& kin){
if (_kinematic) delete _kinematic;
_kinematic = kin.clone();
};
-void mlawHyperViscoElastoPlasticBase::setViscosityEffect(const viscosityLaw& v, const double p){
+void mlawPowerYieldHyper::setViscosityEffect(const viscosityLaw& v, const double p){
_p = p;
if (_viscosity) delete _viscosity;
_viscosity = v.clone();
};
-void mlawHyperViscoElastoPlasticBase::hardening(IPHyperViscoElastoPlastic* q) const{
+void mlawPowerYieldHyper::hardening(IPHyperViscoElastoPlastic* q) const{
//Msg::Error("epspCompression = %e, epspTRaction = %e, epspShear = %e",q->_epspCompression,q->_epspTraction,q->_epspShear);
if (_compression != NULL && q->_ipCompression != NULL){
_compression->hardening(q->_epspCompression,*q->_ipCompression);
@@ -519,35 +517,63 @@ void mlawHyperViscoElastoPlasticBase::hardening(IPHyperViscoElastoPlastic* q) co
_kinematic->hardening(q->_epspbarre,*q->_ipKinematic);
};
+void mlawPowerYieldHyper::tangent_full_perturbation(
+ STensor43 &T_,
+ STensor43& dFedF,
+ STensor43& dFpdF,
+ const STensor3 &P,
+ const STensor3 &F,
+ const IPHyperViscoElastoPlastic* q0,
+ IPHyperViscoElastoPlastic* q1
+ ) const{
+
+ static STensor43 tmpSTensor43;
+ static STensor3 Fplus, Pplus;
+ static IPHyperViscoElastoPlastic q11(*q0);
+
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ Fplus = F;
+ Fplus(i,j)+=_perturbationfactor;
+ this->predictorCorrector(Fplus,q0,&q11,Pplus,false,tmpSTensor43,tmpSTensor43,tmpSTensor43);
+ q1->_DgammaDF(i,j) = (q11._epspbarre - q1->_epspbarre)/_perturbationfactor;
+ q1->_DirreversibleEnergyDF(i,j) = (q11._irreversibleEnergy - q1->_irreversibleEnergy)/_perturbationfactor;
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ T_(k,l,i,j) = (Pplus(k,l)-P(k,l))/_perturbationfactor;
+ dFpdF(k,l,i,j) = (q11._Fp(k,l)-q1->_Fp(k,l))/_perturbationfactor;
+ dFedF(k,l,i,j) = (q11._Fe(k,l)-q1->_Fe(k,l))/_perturbationfactor;
+ }
+ }
+ }
+ }
+};
-mlawHyperViscoElastoPlasticPowerYield::mlawHyperViscoElastoPlasticPowerYield(const int num,const double E,const double nu, const double rho,
- const double tol, const bool matrixbyPerturbation, const double pert):
- mlawHyperViscoElastoPlasticBase(nu,E,nu,rho,tol,matrixbyPerturbation,pert),_n(1.5),_b(0.3),_nonAssociatedFlow(true){}
-
-mlawHyperViscoElastoPlasticPowerYield::mlawHyperViscoElastoPlasticPowerYield(const mlawHyperViscoElastoPlasticPowerYield& src):
- mlawHyperViscoElastoPlasticBase(src),_n(src._n),_b(src._b),_nonAssociatedFlow(src._nonAssociatedFlow){};
+void mlawPowerYieldHyper::constitutive(
+ const STensor3& F0, // initial deformation gradient (input @ time n)
+ const STensor3& Fn, // updated deformation gradient (input @ time n+1)
+ STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
+ const IPHyperViscoElastoPlastic *q0, // array of initial internal variable
+ IPHyperViscoElastoPlastic *q1, // updated array of internal variable (in ipvcur on output),
+ STensor43 &Tangent, // constitutive tangents (output)
+ const bool stiff // if true compute the tangents
+ ) const{
+
+ static STensor43 dFedF, dFpdF;
-void mlawHyperViscoElastoPlasticPowerYield::setPowerFactor(const double n) {
- _n = n;
-};
-void mlawHyperViscoElastoPlasticPowerYield::nonAssociatedFlowRuleFactor(const double b){
- _b = b;
-};
-void mlawHyperViscoElastoPlasticPowerYield::setPlasticPoissonRatio(const double nup){
- _b = 4.5*(1.-2.*nup)/(1.+nup);
-};
-void mlawHyperViscoElastoPlasticPowerYield::setNonAssociatedFlow(const bool flag) {
- _nonAssociatedFlow = flag;
- if (_nonAssociatedFlow){
- Msg::Info("non associated flow is used");
+ if (_tangentByPerturbation){
+ this->predictorCorrector(Fn,q0,q1,P,false,Tangent,dFedF,dFpdF);
+ if (stiff)
+ this->tangent_full_perturbation(Tangent,dFedF,dFpdF,P,Fn,q0,q1);
}
else{
- Msg::Info("associated flow is used");
+ this->predictorCorrector(Fn,q0,q1,P,stiff,Tangent,dFedF,dFpdF);
}
};
-void mlawHyperViscoElastoPlasticPowerYield::updateEqPlasticDeformation(IPHyperViscoElastoPlastic *q1, const IPHyperViscoElastoPlastic *q0,
+
+void mlawPowerYieldHyper::updateEqPlasticDeformation(IPHyperViscoElastoPlastic *q1, const IPHyperViscoElastoPlastic *q0,
const double& nup, const double& Dgamma) const{
q1->_epspbarre = q0->_epspbarre+ Dgamma;
q1->_epspCompression = q0->_epspCompression+ Dgamma;
@@ -558,7 +584,7 @@ void mlawHyperViscoElastoPlasticPowerYield::updateEqPlasticDeformation(IPHyperVi
};
-void mlawHyperViscoElastoPlasticPowerYield::getYieldCoefficients(const IPHyperViscoElastoPlastic *q, fullVector<double>& coeffs) const{
+void mlawPowerYieldHyper::getYieldCoefficients(const IPHyperViscoElastoPlastic *q, fullVector<double>& coeffs) const{
double sigc = q->_ipCompression->getR();
double sigt = q->_ipTraction->getR();
@@ -573,7 +599,7 @@ void mlawHyperViscoElastoPlasticPowerYield::getYieldCoefficients(const IPHyperVi
coeffs(0) = (pow(m,_n)+m)/(m+1);
};
-void mlawHyperViscoElastoPlasticPowerYield::getYieldCoefficientDerivatives(const IPHyperViscoElastoPlastic *q, const double& nup, fullVector<double>& Dcoeffs) const{
+void mlawPowerYieldHyper::getYieldCoefficientDerivatives(const IPHyperViscoElastoPlastic *q, const double& nup, fullVector<double>& Dcoeffs) const{
double sigc(0.), Hc(0.);
sigc = q->_ipCompression->getR();
Hc = q->_ipCompression->getDR();
@@ -596,4041 +622,124 @@ void mlawHyperViscoElastoPlasticPowerYield::getYieldCoefficientDerivatives(const
};
-void mlawHyperViscoElastoPlasticPowerYield::predictorCorrector_nonAssociatedFlow_Maxwell(const STensor3& F0, const STensor3& F, const IPHyperViscoElastoPlastic *q0, IPHyperViscoElastoPlastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
+void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow(const STensor3& F, const IPHyperViscoElastoPlastic *q0, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent, STensor43& dFedF, STensor43& dFpdF) const{
+ /* compute elastic predictor */
+ STensor3& Fp1 = q1->_Fp;
+ const STensor3& Fp0 = q0->_Fp;
+
+ Fp1 = Fp0; // plastic deformation tensor
+ q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
+ q1->_epspCompression = q0->_epspCompression;
+ q1->_epspTraction = q0->_epspTraction;
+ q1->_epspShear = q0->_epspShear;
+ q1->_backsig = q0->_backsig; // backstress tensor
+ q1->_DgammaDt = 0.;
+
-};
+ static STensor3 Fpinv, Ce, Fepr;
+ STensorOperation::inverseSTensor3(Fp1,Fpinv);
+ STensorOperation::multSTensor3(F,Fpinv,Fepr);
+ STensorOperation::multSTensor3FirstTranspose(Fepr,Fepr,Ce);
+
+ static STensor3 invFp0; // plastic predictor
+ invFp0= Fpinv;
+ STensor3& Fe = q1->_Fe;
+ Fe = Fepr;
+
+ static STensor43 DlnDCepr, DlnDCe;
+ static STensor63 DDlnDDCe;
+ static STensor43 dexpAdA; // estimation of dexpA/dA
+
+ STensor3& Ee = q1->_Ee;
+ STensorOperation::logSTensor3(Ce,_order,Ee,&DlnDCepr,&DDlnDDCe);
+ Ee *= 0.5;
+ DlnDCe = DlnDCepr;
+
+ // update A, B
+ double Ge, Ke;
+ viscoElasticPredictor(Ee,q0->_Ee,q0,q1,Ke,Ge);
+
+ static STensor3 PhiPr;
+ PhiPr = q1->_kirchhoff;
+ PhiPr -= q1->_backsig;
+
+ static STensor3 devPhipr,devPhi; // effective dev stress predictor
+ static double ptildepr,ptilde;
+ STensorOperation::decomposeDevTr(PhiPr,devPhipr,ptildepr);
+ ptildepr/= 3.;
+
+ ptilde = ptildepr; // current effective pressure
+ devPhi =devPhipr;
+
+ double PhiEqpr2 = 1.5*devPhipr.dotprod();
+ double PhiEqpr = sqrt(PhiEqpr2);
+ // plastic poisson ratio
+ q1->_nup = (9.-2.*_b)/(18.+2.*_b);
+ double kk = 1./sqrt(1.+2.*q1->_nup*q1->_nup);
-double mlawHyperelastic::tr(const STensor3& E) const{
- return E(0,0)+E(1,1)+E(2,2);
-};
-void mlawHyperelastic::dev(const STensor3& E, STensor3& devE, double& trE) const{
- trE = tr(E);
- devE = E;
- double trEover3 = trE/3.;
-
- devE(0,0) -=trEover3;
- devE(1,1) -=trEover3;
- devE(2,2) -=trEover3;
-};
+ double Gamma = 0.; // // flow rule parameter
+ double PhiEq = PhiEqpr;
+
+
+ // hardening
+ this->hardening(q1);
+ static fullVector<double> a(3), Da(3); // yield coefficients and derivatives in respect to plastic deformation
+ this->getYieldCoefficients(q1,a);
-void mlawHyperelastic::logSTensor3(const STensor3& a, STensor3 &loga, STensor43 *dloga, STensor63* ddloga) const
-{
- /* linear approximation for now */
- static const STensor3 I(-1.);
- static const STensor43 I4(1.,1.);
- STensor3 ami(I);
- ami+= a;
+ double Hb =0.;
+ if (q1->_ipKinematic != NULL)
+ Hb = q1->_ipKinematic->getDR(); // kinematic hardening parameter
- if (_order == 1){
- loga = ami;
- }
- else if (_order == 2){
- STensor3 ami2;
- multSTensor3(ami,ami,ami2);
- ami2*= -0.5;
- loga = ami;
- loga += ami2;
- }
- else if (_order == 3){
- STensor3 ami2;
- multSTensor3(ami,ami,ami2);
- STensor3 ami3;
- multSTensor3(ami2,ami,ami3);
+ double Gt= Ge + kk*Hb/2.;
+ double Kt = Ke + kk*Hb/3.;
+ //a.print("a init");
- loga = ami;
+ static STensor3 devN; // dev part of yield normal
+ static double trN;; // trace part of yield normal
+ static STensor3 N; // yield normal
- ami2*= -0.5;
- loga += ami2;
+ double f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
- ami3 *= 0.3333333333;
- loga += ami3;
- }
- else{
- loga = I;
- loga+= a;
- }
+ double DfDGamma = 0.;
+ double dfdDgamma = 0.;
+ double u = 1.;
+ double v = 1.;
- if(dloga !=NULL)
- {
- if (_order == 1){
- (*dloga) = I4;
- }
- else if (_order == 2){
- (*dloga) = I4;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- dloga->operator()(i,j,k,l) -= 0.5*I4(i,s,k,l)*ami(s,j);
- dloga->operator()(i,j,k,l) -= 0.5*ami(i,s)*I4(s,j,k,l);
- }
- }
- }
- }
- }
- }
- else if (_order == 3){
- (*dloga) = I4;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- dloga->operator()(i,j,k,l) -= 0.5*I4(i,s,k,l)*ami(s,j);
- dloga->operator()(i,j,k,l) -= 0.5*ami(i,s)*I4(s,j,k,l);
+ double A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
- for (int q=0; q<3; q++){
- dloga->operator()(i,j,k,l) += 0.3333333333*I4(i,s,k,l)*ami(s,q)*ami(q,j);
- dloga->operator()(i,j,k,l) += 0.3333333333*ami(i,s)*I4(s,q,k,l)*ami(q,j);
- dloga->operator()(i,j,k,l) += 0.3333333333*ami(i,s)*ami(s,q)*I4(q,j,k,l);
- }
- }
- }
- }
- }
- }
- }
- else{
- (*dloga) = I4;
- }
- }
-
- if (ddloga != NULL){
- if (_order == 1){
- (*ddloga) *= 0.;
- }
- else if (_order == 2){
- (*ddloga) *= 0.;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- for (int s=0; s<3; s++){
- ddloga->operator()(i,j,k,l,m,n) -= 0.5*I4(i,s,k,l)*I4(s,j,m,n);
- ddloga->operator()(i,j,k,l,m,n) -= 0.5*I4(i,s,m,n)*I4(s,j,k,l);
- }
- }
- }
- }
- }
- }
- }
- }
- else if (_order == 3){
- (*ddloga) *= 0.;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- for (int s=0; s<3; s++){
- ddloga->operator()(i,j,k,l,m,n) -= 0.5*I4(i,s,k,l)*I4(s,j,m,n);
- ddloga->operator()(i,j,k,l,m,n) -= 0.5*I4(i,s,m,n)*I4(s,j,k,l);
- for (int q=0; q<3; q++){
- ddloga->operator()(i,j,k,l,m,n) += 0.3333333333*I4(i,s,k,l)*I4(s,q,m,n)*ami(q,j)+0.3333333333*I4(i,s,k,l)*ami(s,q)*I4(q,j,m,n);
- ddloga->operator()(i,j,k,l,m,n) += 0.3333333333*I4(i,s,m,n)*I4(s,q,k,l)*ami(q,j)+0.3333333333*ami(i,s)*I4(s,q,k,l)*I4(q,j,m,n);
- ddloga->operator()(i,j,k,l,m,n) += 0.3333333333*I4(i,s,m,n)*ami(s,q)*I4(q,j,k,l)+0.3333333333*ami(i,s)*I4(s,q,m,n)*I4(q,j,k,l);
- }
- }
- }
- }
- }
- }
- }
- }
- }
- else{
- (*ddloga) *= 0.;
- }
- }
-}
-
-void mlawHyperelastic::expSTensor3(const STensor3 &a,STensor3 &expa,STensor43 *dexpa) const
-{
- static const STensor3 I(1.);
- static const STensor43 I4(1.,1.);
-
- if (_order == 1){
- expa = I;
- expa += a;
- }
- else if (_order == 2){
- STensor3 a2;
- multSTensor3(a,a,a2);
- expa = I;
- expa += a;
- a2 *= 0.5;
- expa += a2;
- }
- else if (_order == 3){
- STensor3 a2;
- multSTensor3(a,a,a2);
- STensor3 a3;
- multSTensor3(a2,a,a3);
- expa = I;
- expa += a;
- a2 *= 0.5;
- expa += a2;
- a3 *=0.16666667;
- expa += a3;
- }
- else{
- expa = I;
- expa += a;
- }
-
-
- if(dexpa!=NULL)
- {
- if (_order == 1){
- (*dexpa) = I4;
- }
- else if (_order == 2){
- (*dexpa) = I4;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- dexpa->operator()(i,j,k,l) += 0.5*I4(i,s,k,l)*a(s,j);
- dexpa->operator()(i,j,k,l) += 0.5*a(i,s)*I4(s,j,k,l);
- }
- }
- }
- }
- }
- }
- else if (_order == 3){
- (*dexpa) = I4;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- dexpa->operator()(i,j,k,l) += 0.5*I4(i,s,k,l)*a(s,j);
- dexpa->operator()(i,j,k,l) += 0.5*a(i,s)*I4(s,j,k,l);
-
- for (int q=0; q<3; q++){
- dexpa->operator()(i,j,k,l) += 0.16666667*I4(i,s,k,l)*a(s,q)*a(q,j);
- dexpa->operator()(i,j,k,l) += 0.16666667*a(i,s)*I4(s,q,k,l)*a(q,j);
- dexpa->operator()(i,j,k,l) += 0.16666667*a(i,s)*a(s,q)*I4(q,j,k,l);
- }
- }
- }
- }
- }
- }
- }
- else{
- (*dexpa) = I4;
- }
-
- }
-}
-
-double mlawHyperelastic::determinantSTensor3(const STensor3 &a) const
-{
- return (a(0,0) * (a(1,1) * a(2,2) - a(1,2) * a(2,1)) -
- a(0,1) * (a(1,0) * a(2,2) - a(1,2) * a(2,0)) +
- a(0,2) * (a(1,0) * a(2,1) - a(1,1) * a(2,0)));
-}
-
-void mlawHyperelastic::inverseSTensor3(const STensor3 &a, STensor3 &ainv) const
-{
- double udet = 1./determinantSTensor3(a);
- ainv(0,0) = (a(1,1) * a(2,2) - a(1,2) * a(2,1))* udet;
- ainv(1,0) = -(a(1,0) * a(2,2) - a(1,2) * a(2,0))* udet;
- ainv(2,0) = (a(1,0) * a(2,1) - a(1,1) * a(2,0))* udet;
- ainv(0,1) = -(a(0,1) * a(2,2) - a(0,2) * a(2,1))* udet;
- ainv(1,1) = (a(0,0) * a(2,2) - a(0,2) * a(2,0))* udet;
- ainv(2,1) = -(a(0,0) * a(2,1) - a(0,1) * a(2,0))* udet;
- ainv(0,2) = (a(0,1) * a(1,2) - a(0,2) * a(1,1))* udet;
- ainv(1,2) = -(a(0,0) * a(1,2) - a(0,2) * a(1,0))* udet;
- ainv(2,2) = (a(0,0) * a(1,1) - a(0,1) * a(1,0))* udet;
-}
-
-void mlawHyperelastic::multSTensor3(const STensor3 &a, const STensor3 &b, STensor3 &c) const
-{
- for(int i=0;i<3;i++)
- for(int j=0;j<3;j++)
- {
- c(i,j) = a(i,0)*b(0,j)+a(i,1)*b(1,j)+a(i,2)*b(2,j);
- }
-}
-
-void mlawHyperelastic::multSTensor3FirstTranspose(const STensor3 &A, const STensor3 &B, STensor3 &C) const
-{
- for(int i=0;i<3;i++)
- for(int j=0;j<3;j++)
- C(i,j) = A(0,i)*B(0,j) + A(1,i)*B(1,j) + A(2,i)*B(2,j);
-}
-
-void mlawHyperelastic::multSTensor3SecondTranspose(const STensor3 &a, const STensor3 &b, STensor3 &c) const
-{
- for(int i=0;i<3;i++)
- for(int j=0;j<3;j++)
- c(i,j) = a(i,0)*b(j,0)+a(i,1)*b(j,1)+a(i,2)*b(j,2);
-}
-
-void mlawHyperelastic::multSTensor43STensor3(const STensor43 &t, const STensor3 &m,STensor3 &val) const{
- val*=0.;
- for (int i = 0; i < 3; i++)
- for (int j = 0; j < 3; j++)
- for (int k = 0; k < 3; k++)
- for (int l = 0; l < 3; l++)
- val(i,j)+=t(i,j,k,l)*m(k,l);
-};
-void mlawHyperelastic::multSTensor3STensor43(const STensor3 &m, const STensor43 &t,STensor3 &val) const{
- val*=0.;
- for (int i = 0; i < 3; i++)
- for (int j = 0; j < 3; j++)
- for (int k = 0; k < 3; k++)
- for (int l = 0; l < 3; l++)
- val(k,l)+=m(i,j)*t(i,j,k,l);
-};
-void mlawHyperelastic::multSTensor43(const STensor43 &a, const STensor43 &b, STensor43 &c) const
-{
- c*=0.;
- for(int i=0;i<3;i++)
- for(int j=0;j<3;j++)
- for(int k=0;k<3;k++)
- for(int l=0;l<3;l++)
- for(int ii=0;ii<3;ii++)
- for(int jj=0;jj<3;jj++)
- {
- c(i,j,k,l) += a(i,j,ii,jj)*b(ii,jj,k,l);
- }
-}
-
-mlawHyperelastic::mlawHyperelastic(const int num,const double E,const double nu, const double rho,
- const double tol,const bool matrixbyPerturbation, const double pert, const bool init)
- : materialLaw(num,init), _E(E), _nu(nu), _rho(rho),
- _lambda((E*nu)/(1.+nu)/(1.-2.*nu)),
- _mu(0.5*E/(1.+nu)),_K(E/3./(1.-2.*nu)), _K3(3.*_K), _mu3(3.*_mu),
- _mu2(2.*_mu), _I4(1.,1.), _I(1.), _tol(tol),_tangentByPerturbation(matrixbyPerturbation),
- _perturbationfactor(pert),
- _compression(NULL),_traction(NULL),_shear(NULL),_kinematic(NULL),_order(1),
- _p(1.),_viscosity(NULL),_N(0.),_viscoMethod(0){
-
- Cel=0.;
- Cel(0,0,0,0) = _lambda + _mu2;
- Cel(1,1,0,0) = _lambda;
- Cel(2,2,0,0) = _lambda;
- Cel(0,0,1,1) = _lambda;
- Cel(1,1,1,1) = _lambda + _mu2;
- Cel(2,2,1,1) = _lambda;
- Cel(0,0,2,2) = _lambda;
- Cel(1,1,2,2) = _lambda;
- Cel(2,2,2,2) = _lambda + _mu2;
-
- Cel(1,0,1,0) = _mu;
- Cel(2,0,2,0) = _mu;
- Cel(0,1,0,1) = _mu;
- Cel(2,1,2,1) = _mu;
- Cel(0,2,0,2) = _mu;
- Cel(1,2,1,2) = _mu;
-
- Cel(0,1,1,0) = _mu;
- Cel(0,2,2,0) = _mu;
- Cel(1,0,0,1) = _mu;
- Cel(1,2,2,1) = _mu;
- Cel(2,0,0,2) = _mu;
- Cel(2,1,1,2) = _mu;
-
- _Idev = _I4;
- STensor3 mIon3(-1./3);
- STensor43 mIIon3;
- tensprod(_I,mIon3, mIIon3);
- _Idev += mIIon3;
-};
-mlawHyperelastic::mlawHyperelastic(const mlawHyperelastic& source)
- : materialLaw(source),_E(source._E), _nu(source._nu), _rho(source._rho),
- _lambda(source._lambda),
- _mu(source._mu), _K(source._K),_K3(source._K3), _mu3(source._mu3),
- _mu2(source._mu2), _tol(source._tol),
- _perturbationfactor(source._perturbationfactor),
- _tangentByPerturbation(source._tangentByPerturbation),
- Cel(source.Cel),_I4(source._I4),_I(source._I),_Idev(source._Idev),_N(source._N),
- _Ki(source._Ki),_ki(source._ki),_Gi(source._Gi),_gi(source._gi),_viscoMethod(source._viscoMethod)
-{
- _compression = NULL;
- _shear = NULL;
- _traction = NULL;
- _kinematic = NULL;
- if (source._compression != NULL) _compression = source._compression->clone();
- if (source._traction != NULL) _traction = source._traction->clone();
- if (source._shear != NULL) _shear = source._shear->clone();
- if (source._kinematic != NULL) _kinematic = source._kinematic->clone();
- _viscosity = NULL;
- if (source._viscosity != NULL) _viscosity = source._viscosity->clone();
-};
-
-mlawHyperelastic& mlawHyperelastic::operator = (const materialLaw& source){
- materialLaw::operator=(source);
- const mlawHyperelastic* src =dynamic_cast<const mlawHyperelastic*>(&source);
- if(src != NULL)
- {
- _E = src->_E;
- _nu = src->_nu;
- _rho = src->_rho;
- _lambda = src->_lambda;
- _mu = src->_mu;
- _K = src->_K;
- _K3 = src->_K3;
- _mu3 = src->_mu3;
- _mu2 = src->_mu2;
- _tol = src->_tol;
- _perturbationfactor = src->_perturbationfactor;
- _tangentByPerturbation = src->_tangentByPerturbation;
-
- Cel = src->Cel;
- _I4 = src->_I4;
- _I = src->_I;
- _Idev = src->_Idev;
-
- _N = src->_N;
- _Ki = src->_Ki;
- _ki = src->_ki;
- _Gi = src->_Gi;
- _gi = src->_gi;
-
- _viscoMethod = src->_viscoMethod;
-
- if (_compression) delete _compression; _compression = NULL;
- if (_shear) delete _shear; _shear = NULL;
- if (_traction) delete _traction; _traction = NULL;
- if (_kinematic) delete _kinematic; _kinematic = NULL;
-
- if (src->_compression != NULL) _compression = src->_compression->clone();
- if (src->_traction != NULL) _traction = src->_traction->clone();
- if (src->_shear != NULL) _shear = src->_shear->clone();
- if (src->_kinematic != NULL) _kinematic = src->_kinematic->clone();
-
- if (_viscosity) delete _viscosity; _viscosity = NULL;
- if (src->_viscosity != NULL) _viscosity = src->_viscosity->clone();
- }
- return *this;
-};
-
-mlawHyperelastic::~mlawHyperelastic(){
- if (_compression) delete _compression; _compression = NULL;
- if (_shear) delete _shear; _shear = NULL;
- if (_traction) delete _traction; _traction = NULL;
- if (_kinematic) delete _kinematic; _kinematic = NULL;
- if (_viscosity) delete _viscosity; _viscosity = NULL;
-};
-
-void mlawHyperelastic::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
-{
- IPVariable* ipvi = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- IPVariable* ipv1 = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- IPVariable* ipv2 = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- if(ips != NULL) delete ips;
- ips = new IP3State(state_,ipvi,ipv1,ipv2);
-};
-
-
-void mlawHyperelastic::setCompressionHardening(const J2IsotropicHardening& comp){
- if (_compression) delete _compression;
- _compression = comp.clone();
-};
-void mlawHyperelastic::setTractionHardening(const J2IsotropicHardening& trac){
- if (_traction) delete _traction;
- _traction = trac.clone();
-};
-void mlawHyperelastic::setShearHardening(const J2IsotropicHardening& shear){
- if (_shear) delete _shear;
- _shear = shear.clone();
-};
-void mlawHyperelastic::setKinematicHardening(const kinematicHardening& kin){
- if (_kinematic) delete _kinematic;
- _kinematic = kin.clone();
-};
-void mlawHyperelastic::setViscosityEffect(const viscosityLaw& v, const double p){
- _p = p;
- if (_viscosity) delete _viscosity;
- _viscosity = v.clone();
-};
-void mlawHyperelastic::setStrainOrder(const int order){
- _order = order;
- Msg::Info("order = %d is used to approximate log and exp");
-};
-
-void mlawHyperelastic::setViscoelasticMethod(const int method){
- _viscoMethod = method;
- if (_viscoMethod == 0)
- Msg::Info("generalized maxwell model is used for viscoelasticity");
- else if (_viscoMethod == 1)
- Msg::Info("generalized Voigt-Kelvin model is used for viscoelasticity");
- else
- Msg::Fatal("this method has not been implemented");
-};
-
-void mlawHyperelastic::setViscoElasticNumberOfElement(const int N){
- _N = N;
- Msg::Info("Numer of Spring/Dashpot for generalized Maxwell model: %d",_N);
- _Ki.clear(); _ki.clear();
- _Gi.clear(); _gi.clear();
- _Ki.resize(_N);
- _ki.resize(_N);
- _Gi.resize(_N);
- _gi.resize(_N);
-};
-
-void mlawHyperelastic::setViscoElasticData(const int i, const double Ei, const double taui){
- if (i> _N)
- Msg::Error("This setting is invalid %d > %d",i,_N);
- else{
- double KK = Ei/(3.*(1.-2.*_nu));
- double GG = Ei/(2.*(1.+_nu));
- _Ki[i-1] = KK;
- _ki[i-1] = taui;
- _Gi[i-1] = GG;
- _gi[i-1] = taui;
-
- Msg::Info("setting: element=%d Ki= %e ki = %e, Gi=%e, gi=%e",i-1,KK,taui,GG,taui);
- }
-};
-
-void mlawHyperelastic::setViscoElasticData_Bulk(const int i, const double Ki, const double ki){
- if (i> _N)
- Msg::Error("This setting is invalid %d > %d",i,_N);
- else{
- _Ki[i-1] = Ki;
- _ki[i-1] = ki;
- Msg::Info("setting: element=%d Ki= %e ki = %e, ",i-1,Ki,ki);
- }
-};
-void mlawHyperelastic::setViscoElasticData_Shear(const int i, const double Gi, const double gi){
- if (i> _N)
- Msg::Error("This setting is invalid %d > %d",i,_N);
- else{
- _Gi[i-1] = Gi;
- _gi[i-1] = gi;
-
- Msg::Info("setting: element=%d: Gi=%e, gi=%e",i-1,Gi,gi);
- }
-};
-
-void mlawHyperelastic::setViscoElasticData(const std::string filename){
- FILE* file = fopen(filename.c_str(),"r");
- if (file == NULL) Msg::Fatal("file: %s does not exist",filename.c_str());
- _Ki.clear(); _ki.clear();
- _Gi.clear(); _gi.clear();
- _N = 0;
- Msg::Info("reading viscoelastic input data");
-
- while (!feof(file)){
- fscanf(file,"%d",&_N);
- Msg::Info("Numer of Maxwell elements: %d",_N);
- double KK, k, GG, g;
-
- for (int i=0; i<_N; i++){
- fscanf(file,"%lf %lf %lf %lf",&KK,&k,&GG,&g);
- _Ki.push_back(KK);
- _ki.push_back(k);
- _Gi.push_back(GG);
- _gi.push_back(g);
- Msg::Info("Maxwell element %d: K[%d] = %e, k[%d] = %e, G[%d] = %e, g[%d] = %e",
- i,i,KK,i,k,i,GG,i,g);
- }
- }
- fclose(file);
-};
-
-double mlawHyperelastic::deformationEnergy(const STensor3 &C) const
-{
- double Jac= sqrt((C(0,0) * (C(1,1) * C(2,2) - C(1,2) * C(2,1)) -
- C(0,1) * (C(1,0) * C(2,2) - C(1,2) * C(2,0)) +
- C(0,2) * (C(1,0) * C(2,1) - C(1,1) * C(2,0))));
- double lnJ = log(Jac);
- STensor3 logCdev;
- logSTensor3(C,logCdev,NULL);
- double trace = logCdev.trace();
- logCdev(0,0)-=trace/3.;
- logCdev(1,1)-=trace/3.;
- logCdev(2,2)-=trace/3.;
-
- double Psy = _K*0.5*lnJ*lnJ+_mu*0.25*dot(logCdev,logCdev);
- for (int i=0; i<_N; i++){
- Psy += _Ki[i]*0.5*lnJ*lnJ+_Gi[i]*0.25*dot(logCdev,logCdev);
- }
- return Psy;;
-}
-
-void mlawHyperelastic::corStress(const STensor3& Ee, STensor3& devK, double& p) const{
- STensor3 devEe;
- double trEe;
- dev(Ee,devEe,trEe);
- devK = devEe;
- devK *= _mu2; // deviatoric part
- p = _K*trEe; // pressure
-};
-
-void mlawHyperelastic::getDCorStressDCepr(const STensor43& Lpr, STensor3& DpprDCepr, STensor43& DdevKprDCepr) const{
- multSTensor3STensor43(_I,Lpr,DpprDCepr);
- DpprDCepr*= (0.5*_K);
-
- multSTensor43(_Idev,Lpr,DdevKprDCepr);
- DdevKprDCepr*= _mu;
-};
-
-void mlawHyperelastic::hardening(IPHyperelastic* q) const{
- //Msg::Error("epspCompression = %e, epspTRaction = %e, epspShear = %e",q->_epspCompression,q->_epspTraction,q->_epspShear);
- if (_compression != NULL && q->_ipCompression != NULL){
- _compression->hardening(q->_epspCompression,*q->_ipCompression);
- }
-
-
- if (_traction!= NULL && q->_ipTraction != NULL){
- _traction->hardening(q->_epspTraction,*q->_ipTraction);
- }
-
- if (_shear!= NULL && q->_ipShear!= NULL){
- _shear->hardening(q->_epspShear,*q->_ipShear);
- }
-
- if (_kinematic!= NULL && q->_ipKinematic != NULL)
- _kinematic->hardening(q->_epspbarre,*q->_ipKinematic);
-};
-
-void mlawHyperelastic::computeDKcorprDF_elastic(STensor43& DKcorDF, STensor3& DpDF, STensor43& DdevKDF,
- const STensor3& DpprDCepr, const STensor43& DdevKprDCepr,
- const STensor3& F, const STensor3& Fp0, const STensor3& invFp0) const{
- STensor3 DpDCepr(DpprDCepr);
- STensor43 DdevKDCepr(DdevKprDCepr);
-
- STensor3 DpDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDC(k,l) += DpDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- DpDF *= 0.;
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDF(k,l) += DpDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DdevKDC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDC(i,j,k,l) += DdevKDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- DdevKDF*= 0.;
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDF(i,j,k,l) += DdevKDC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- DKcorDF*=0.;
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DKcorDF(m,n,p,q) = _I(m,n)*DpDF(p,q)+ DdevKDF(m,n,p,q);
-};
-
-void mlawHyperelastic::predictorCorrector(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- if (_Ki.size() == 0 and _Gi.size() == 0){
- this->predictorCorrector_elastic(F,q0,q1,P,stiff,Tangent);
- }
- else{
- if (_viscoMethod == 0)
- this->predictorCorrector_viscoelastic_Maxwell(F,q0,q1,P,stiff,Tangent);
- else if (_viscoMethod == 1)
- this->predictorCorrector_viscoelastic_VoigtKelvin(F,q0,q1,P,stiff,Tangent);
-
- else
- Msg::Fatal("this visco method has not been implemented");
- }
-
-};
-
-void mlawHyperelastic::predictorCorrector_elastic(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P,const bool stiff, STensor43& Tangent) const{
-
- /* compute elastic predictor */
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q0->_Fp;
- q1->_Fp = q0->_Fp; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
- q1->_backsig = q0->_backsig; // backstress tensor
- q1->_DgammaDt = 0.;
-
- STensor3& Fe = q1->_Fe;
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor43 Epr; // estimation of dexpA/dA
-
- STensor3 devK(0.); // dev corotational kirchoff stress predictor
- double p = 0.; // pressure predictor
- this->corStress(Ee,devK,p);
-
- // corotational Kirchhoff stress tenor
- STensor3& KS = q1->_kirchhoff;
- KS = devK;
- KS(0,0) += p;
- KS(1,1) += p;
- KS(2,2) += p;
-
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
-
- P*= 0.;
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
-
- // update current internal variables
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
-
- STensor3 Feinv = Fe.invert();
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_elasticStrainRate(i,j) = 0.;
- q1->_plasticStrainRate(i,j) = 0.;
- for (int k=0; k<3; k++){
- q1->_elasticStrainRate(i,j) += (q1->_Fe(i,k)-q0->_Fe(i,k))*Feinv(k,j)/this->getTimeStep();
- q1->_plasticStrainRate(i,j) += (q1->_Fp(i,k)-q0->_Fp(i,k))*Fpinv(k,j)/this->getTimeStep();
- }
- }
- }
-
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_strainRate(i,j) = q1->_elasticStrainRate(i,j);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_strainRate(i,j) += Fe(i,k)*q1->_plasticStrainRate(k,l)*Feinv(l,j);
- }
- }
- }
- }
-
-
-
- if (stiff){
-
- STensor3 invFp0 = Fp0.invert();
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
- getDCorStressDCepr(Lpr,DpprDCepr,DdevKprDCepr);
-
-
- STensor43& dFpdF = q1->_DFpDF;
- dFpdF *= 0.;
- STensor3& dgammadF = q1->_DgammaDF;
- dgammadF *= 0;
-
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,q1->_DpcorDF, q1->_DdevKcorDF,DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
-
- STensor43& dFedF = q1->_DFeDF;
- dFedF *=0;
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
- }
-
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
-
-
- STensor43 dSdF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
- }
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- Tangent(i,j,k,l) = 0.;
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- Tangent(i,j,k,l) += dFedF(i,m,k,l)*S(m,n)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*dSdF(m,n,k,l)*Fpinv(j,n);
- }
- }
- }
-
- };
-};
-
-void mlawHyperelastic::predictorCorrector_viscoelastic_VoigtKelvin(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- /* compute viscoelastic model */
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q0->_Fp;
- Fp1 = Fp0; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
- q1->_backsig = q0->_backsig; // backstress tensor
- q1->_DgammaDt = 0.;
-
- STensor3& Fe = q1->_Fe;
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor3 DE(q0->_Ee);
- DE*= -1.;
- DE += Ee;
-
- STensor3 devDE(0.);
- double trDE(0.);
- dev(DE,devDE,trDE);
-
- double dt = this->getTimeStep();
-
- double invGe = 1./_mu;
- STensor3 D(0.);
- for (int i=0; i<_Gi.size(); i++){
- double dtg = dt/(_gi[i]);
- invGe += (1.-exp(-dtg/2.))/_Gi[i];
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- D(k,l) += q0->_A[i](k,l)*(exp(-dtg)-1.)/(2.*_Gi[i]);
- }
- }
- }
- double Ge = 1./invGe;
-
- double invKe = 1./_K;
- double V= 0.;
- for (int i=0; i<_Ki.size(); i++){
- double dtk = dt/(_ki[i]);
- invKe += (1.-exp(-dtk/2))/_Ki[i];
- V += q0->_B[i]*(exp(-dtk)-1.)/(3.*_Ki[i]);
- }
- double Ke = 1./invKe;
-
- // stress increment
- STensor3 DdevK(devDE); // dev corotational kirchoff stress predictor
- DdevK += D;
- DdevK *= (2.*Ge);
- double Dp = Ke*(trDE+ V); // pressure predictor
-
- /*update internal variable from stress increment*/
- for (int i=0; i< _Gi.size(); i++){
- q1->_A[i] *= 0.;
- double dtg = dt/(_gi[i]);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) += exp(-dtg)*q0->_A[i](k,l) + exp(-dtg/2.)*DdevK(k,l);
- }
- }
- }
-
- for (int i=0; i< _Ki.size(); i++){
- q1->_B[i] *= 0.;
- double dtk = dt/(_ki[i]);
- q1->_B[i] += exp(-dtk)*q0->_B[i] + exp(-dtk/2.)*3.*Dp;
- }
-
- // corotational Kirchhoff stress tenor from previous and increment
- STensor3& KS = q1->_kirchhoff;
- KS = q0->_kirchhoff;
- KS += DdevK;
- KS(0,0) += Dp;
- KS(1,1) += Dp;
- KS(2,2) += Dp;
-
-
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
-
- P*= 0.;
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
-
- // update current internal variables
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
-
- STensor3 Feinv = Fe.invert();
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_elasticStrainRate(i,j) = 0.;
- q1->_plasticStrainRate(i,j) = 0.;
- for (int k=0; k<3; k++){
- q1->_elasticStrainRate(i,j) += (q1->_Fe(i,k)-q0->_Fe(i,k))*Feinv(k,j)/this->getTimeStep();
- q1->_plasticStrainRate(i,j) += (q1->_Fp(i,k)-q0->_Fp(i,k))*Fpinv(k,j)/this->getTimeStep();
- }
- }
- }
-
-
- if (stiff){
-
- STensor3 invFp0 = Fp0.invert();
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- multSTensor3STensor43(_I,Lpr,DpprDCepr);
- DpprDCepr*= (0.5*Ke);
-
- multSTensor43(_Idev,Lpr,DdevKprDCepr);
- DdevKprDCepr*= Ge;
-
- STensor43& dFpdF = q1->_DFpDF;
- dFpdF *= 0.;
- STensor3& dgammadF = q1->_DgammaDF;
- dgammadF *= 0;
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,q1->_DpcorDF, q1->_DdevKcorDF,DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
- STensor43& dFedF = q1->_DFeDF;
- dFedF *=0;
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
- }
-
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
-
-
- STensor43 dSdF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
- }
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- Tangent(i,j,k,l) = 0.;
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- Tangent(i,j,k,l) += dFedF(i,m,k,l)*S(m,n)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*dSdF(m,n,k,l)*Fpinv(j,n);
- }
- }
- }
-
- };
-
-};
-
-void mlawHyperelastic::predictorCorrector_viscoelastic_Maxwell(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- /* compute viscoelastic model */
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q0->_Fp;
-
- Fp1 = Fp0; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
- q1->_backsig = q0->_backsig; // backstress tensor
- q1->_DgammaDt = 0.;
-
- STensor3& Fe = q1->_Fe;
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor3 devEe(0.);
- double trEe(0.);
- dev(Ee,devEe,trEe);
-
-
- const STensor3& Ee0 = q0->_Ee;
- STensor3 devEe0(0.);
- double trEe0(0.);
- dev(Ee0,devEe0,trEe0);
-
-
- // update A, B
-
- double dt = this->getTimeStep();
-// Msg::Error("dt = %e",dt);
- double Ge = _mu;
- double Ke = _K;
-
- //Msg::Error("Gi size = %d, Ki size = %d",_Gi.size(), _Ki.size());
-
- for (int i=0; i<_Gi.size(); i++){
- double dtg = dt/_gi[i];
- double expmdtg = exp(-dtg);
- double ztag = exp(-dtg/2.);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) = expmdtg*q0->_A[i](k,l) + 2.*_Gi[i]*ztag*(devEe(k,l)-devEe0(k,l));
- }
- }
- Ge += _Gi[i]*ztag;
- }
-
- for (int i=0; i<_Ki.size(); i++){
- double dtk = dt/_ki[i];
- double expmdtk = exp(-dtk);
- double ztak = exp(-dtk/2.);
- q1->_B[i] = q0->_B[i]*expmdtk +_Ki[i]*ztak*(trEe-trEe0);
- Ke += _Ki[i]*ztak;
- }
-
-
- STensor3 devK(0.); // dev corotational kirchoff stress predictor
- double p = 0.; // pressure predictor
- this->corStress(Ee,devK,p);
- for (int i=0; i<_Gi.size(); i++){
- devK += q1->_A[i];
- }
- for (int i=0; i<_Ki.size(); i++){
- p += q1->_B[i];
- }
-
- // corotational Kirchhoff stress tenor
- STensor3& KS = q1->_kirchhoff;
- KS = devK;
- KS(0,0) += p;
- KS(1,1) += p;
- KS(2,2) += p;
-
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
-
- P*= 0.;
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
-
- // update current internal variables
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
-
- STensor3 Feinv = Fe.invert();
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_elasticStrainRate(i,j) = 0.;
- q1->_plasticStrainRate(i,j) = 0.;
- for (int k=0; k<3; k++){
- q1->_elasticStrainRate(i,j) += (q1->_Fe(i,k)-q0->_Fe(i,k))*Feinv(k,j)/this->getTimeStep();
- q1->_plasticStrainRate(i,j) += (q1->_Fp(i,k)-q0->_Fp(i,k))*Fpinv(k,j)/this->getTimeStep();
- }
- }
- }
-
-
- if (stiff){
-
- STensor3 invFp0 = Fp0.invert();
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- multSTensor3STensor43(_I,Lpr,DpprDCepr);
- DpprDCepr*= (0.5*Ke);
-
- multSTensor43(_Idev,Lpr,DdevKprDCepr);
- DdevKprDCepr*= Ge;
-
- STensor43& dFpdF = q1->_DFpDF;
- dFpdF *= 0.;
-
- STensor3& dgammadF = q1->_DgammaDF;
- dgammadF *= 0;
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= (0.);
- computeDKcorprDF_elastic(DKcorDF,q1->_DpcorDF,q1->_DdevKcorDF, DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
-
- STensor43& dFedF = q1->_DFeDF;
- dFedF *=0;
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
- }
-
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
-
-
- STensor43 dSdF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
- }
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- Tangent(i,j,k,l) = 0.;
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- Tangent(i,j,k,l) += dFedF(i,m,k,l)*S(m,n)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*dSdF(m,n,k,l)*Fpinv(j,n);
- }
- }
- }
-
- };
-
-};
-
-void mlawHyperelastic::tangent_full_perturbation(
- STensor43 &T_,
- const STensor3 &P,
- const STensor3 &F,
- const IPHyperelastic* q0,
- IPHyperelastic* q1
- ) const{
- T_*=0;
- STensor43& dFpdF = q1->_DFpDF;
- STensor43& dFeDF = q1->_DFeDF;
- STensor3& DgammaDF = q1->_DgammaDF;
- STensor3& DpDF = q1->_DpcorDF;
- STensor43& DdevKDF = q1->_DdevKcorDF;
- STensor43& DKDF = q1->_DKcorDF;
-
- dFpdF *=0.;
- dFeDF *= 0.;
- DgammaDF*= 0.;
- DpDF *= 0.;
- DdevKDF *= 0.;
- DKDF *= 0.;
-
- STensor3 Kdev = q1->_kirchhoff.dev();
-
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- STensor3 Fpp(F);
- IPHyperelastic q11(*q1);
- Fpp(i,j)+=_perturbationfactor;
- STensor3 Pp(0.0);
- STensor43 T2;
- this->predictorCorrector(Fpp,q0,&q11,Pp,false,T2);
- DgammaDF(i,j) = (q11._epspbarre - q1->_epspbarre)/_perturbationfactor;
- DpDF(i,j) = (q11._kirchhoff.trace() - q1->_kirchhoff.trace())/(3.*_perturbationfactor);
- STensor3 devKpert = q11._kirchhoff.dev();
-
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- T_(k,l,i,j) = (Pp(k,l)-P(k,l))/_perturbationfactor;
- dFpdF(k,l,i,j) = (q11._Fp(k,l)-q1->_Fp(k,l))/_perturbationfactor;
- dFeDF(k,l,i,j) = (q11._Fe(k,l)-q1->_Fe(k,l))/_perturbationfactor;
- DKDF(k,l,i,j) = (q11._kirchhoff(k,l) - q1->_kirchhoff(k,l))/_perturbationfactor;
- DdevKDF(k,l,i,j) = (devKpert(k,l) - Kdev(k,l))/_perturbationfactor;
- }
- }
- }
- }
-};
-
-double mlawHyperelastic::soundSpeed() const
-{
- double factornu = (1.-_nu)/((1.+_nu)*(1.-2.*_nu));
- return sqrt(_E*factornu/_rho);
-}
-void mlawHyperelastic::constitutive(
- const STensor3& F0, // initial deformation gradient (input @ time n)
- const STensor3& Fn, // updated deformation gradient (input @ time n+1)
- STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- const IPHyperelastic *q0, // array of initial internal variable
- IPHyperelastic *q1, // updated array of internal variable (in ipvcur on output),
- STensor43 &Tangent, // constitutive tangents (output)
- const bool stiff // if true compute the tangents
- ) const{
-
-
- if (_tangentByPerturbation){
- this->predictorCorrector(Fn,q0,q1,P,false,Tangent);
- if (stiff)
- this->tangent_full_perturbation(Tangent,P,Fn,q0,q1);
- }
- else{
- this->predictorCorrector(Fn,q0,q1,P,stiff,Tangent);
- }
-};
-
-
-void mlawQuadYieldHyper::getYieldCoefficients(const IPHyperelastic *q, fullVector<double>& coeffs) const{
- double sigc(0.);
- if (q->_ipCompression != NULL){
- sigc = q->_ipCompression->getR();
- }
-
- double sigt(0.);
- if (q->_ipTraction != NULL){
- sigt = q->_ipTraction->getR();
- }
-
- double sigs(0.);
- if(q->_ipShear!= NULL){
- sigs = q->_ipShear->getR();
- }
-
- coeffs.resize(3);
- coeffs.setAll(0.);
- // coeffs[0] = a0, coeffs[1] = a1, coeffs[2] = a2
-
- if (_yieldType == 1){
- coeffs(0) = sigc*sigt;
- coeffs(1) = 3.*(sigt-sigc);
- coeffs(2) = 0.;
- }
- else if (_yieldType ==2){
- /*Drucker-Prager yield surface*/
- double A = 2.*sigt*sigc/(sigc+sigt);
- double B = 3.*(sigt - sigc)/(sigc+sigt);
-
- coeffs(0) = A*A;
- coeffs(1) = 2.*A*B;
- coeffs(2) = B*B;
- }
- else if (_yieldType ==3){
- /* full quadratic yield surface*/
- coeffs(0) = 3.*sigs*sigs;
- coeffs(1) = 9.*sigs*sigs*(sigt-sigc)/(sigc*sigt);
- coeffs(2) = 9.-27.*sigs*sigs/(sigc*sigt);
-
- }
- else
- Msg::Fatal("yield type must be specified");
-
-};
-
-void mlawQuadYieldHyper::getYieldCoefficientDerivatives(const IPHyperelastic *q, const double &nup, fullVector<double>& Dcoeffs) const{
- double sigc(0.), Hc(0.);
- if (q->_ipCompression != NULL){
- sigc = q->_ipCompression->getR();
- Hc = q->_ipCompression->getDR();
- }
-
- double sigt(0.), Ht(0.);
- if (q->_ipTraction != NULL){
- sigt = q->_ipTraction->getR();
- Ht = q->_ipTraction->getDR();
- }
-
- double sigs(0.), Hs(0.);
- if(q->_ipShear!= NULL){
- sigs = q->_ipShear->getR();
- Hs = q->_ipShear->getDR();
- }
-
- double Hss = Hs*sqrt(3)/2.;
- double fact = sqrt(1.5/(1.+2.*nup*nup));
- double Hcc = Hc*fact;
- double Htt = Ht*fact;
-
- Dcoeffs.resize(3);
- Dcoeffs.setAll(0.);
-
- // Dcoeffs(0) = H0, Dcoeffs(1) = H1, Dcoeffs(2) = H2,
-
- if (_yieldType == 1){
- Dcoeffs(0) = sigc*Htt+ sigt*Hcc;
- Dcoeffs(1) = 3.*(Htt-Hcc);
- Dcoeffs(2) = 0.;
- }
- else if (_yieldType == 2){
- double A = 2.*sigt*sigc/(sigc+sigt);
- double B = 3.*(sigt - sigc)/(sigc+sigt);
-
- double dA = 2.*(sigc*sigc*Hcc + sigt*sigt*Htt)/(sigc+sigt)/(sigc+sigt);
- double dB = 6.*(sigc*Htt - sigt*Hcc)/(sigc+sigt)/(sigc+sigt);
-
- Dcoeffs(0) = 2.*A*dA;
- Dcoeffs(1) = dA*B+A*dB;
- Dcoeffs(2) = 2.*B*dB;
-
- }
- else if (_yieldType == 3){
- /* full quadratic yield surface*/
- Dcoeffs(0) = 6.*sigs*Hss;
- Dcoeffs(1) = 18.*sigs*(sigt-sigc)/(sigc*sigt)*Hss+ 9.*sigs*sigs/(sigt*sigt)*Htt - 9.*sigs*sigs/(sigc*sigc)*Hcc;
- Dcoeffs(2) = 27.*sigs*sigs/(sigc*sigt)*(-2.*Hss/sigs+ Htt/sigt+Hcc/sigc);
- }
- else
- Msg::Fatal("yield type must be specified");
-
-};
-
-
-
-void mlawQuadYieldHyper::getFlowPotentialCoefficients(const fullVector<double>& coeffs,
- fullVector<double>& flowCoeffs) const{
-
- flowCoeffs.resize(3);
- flowCoeffs.setAll(0.);
- if (_flowType == 1){
- flowCoeffs(2) = coeffs(2);
- flowCoeffs(1) = coeffs(1);
- }
- else if (_flowType ==2){
- flowCoeffs(2) = coeffs(2);
- flowCoeffs(1) = _b1;
- }
- else if (_flowType ==3){
- flowCoeffs(2) = _b2;
- flowCoeffs(1) = _b1;
- }
- else
- Msg::Fatal("Flow rule must be specified");
-};
-
-void mlawQuadYieldHyper::getFlowPotentialCoefficientDerivatives(const fullVector<double>& Dcoeffs,
- fullVector<double>& DflowCoeffs) const{
- DflowCoeffs.resize(3);
- DflowCoeffs.setAll(0.);
- if (_flowType == 1){
- DflowCoeffs(2) = Dcoeffs(2);
- DflowCoeffs(1) = Dcoeffs(1);
- }
- else if (_flowType ==2){
- DflowCoeffs(2) = Dcoeffs(2);
- DflowCoeffs(1) = 0.;
- }
- else if (_flowType ==3){
- DflowCoeffs(2) = 0.;
- DflowCoeffs(1) = 0.;
- }
- else
- Msg::Fatal("Flow rule must be specified");
-};
-
-double mlawQuadYieldHyper::getPlasticPoissonRatio(const fullVector<double>& flowCoeffs, const double & ppr, const double& Dpression) const{
- double b2 = flowCoeffs(2);
- double b1 = flowCoeffs(1);
- double nup = ((9.+2.*b2)*(ppr+Dpression)+b1)/((18.-2.*b2)*(ppr+Dpression)-b1);
- return nup;
-};
-
-void mlawQuadYieldHyper::computeResidual(const double& keqpr2, const double& ppr,
- const fullVector<double>& unknowns,
- const fullVector<double>& coeffs,
- const fullVector<double>& flowCoeffs,
- fullVector<double>& res) const{
- double Dgamma = unknowns(0);
- double Dpression = unknowns(1);
- double Gamma = unknowns(2);
-
- double p = ppr+Dpression; // updated pressure
- double u = 1.+6.*_mu*Gamma;
- double uu = u*u;
-
- res.resize(3);
- res(0) = Dgamma- sqrt(keqpr2*4.*Gamma*Gamma/uu+ 2./9.*Dpression*Dpression/(_K*_K));
- res(1) = Dpression/_K- Gamma*(2.*flowCoeffs(2)*ppr+flowCoeffs(1))/(1.-2.*flowCoeffs(2)*_K*Gamma);
- res(2) = keqpr2/uu/_yield02 - (coeffs(2)*p*p+coeffs(1)*p+coeffs(0))/_yield02;
-};
-
-void mlawQuadYieldHyper::computeJacobian(const double& keq2pr, const double& ppr,
- const fullVector<double>& unknowns,
- const fullVector<double>& coeffs,
- const fullVector<double>& Dcoeffs,
- const fullVector<double>& flowCoeffs,
- const fullVector<double>& DflowCoeffs,
- fullMatrix<double>& J) const{
- double Dgamma = unknowns(0);
- double Dpression = unknowns(1);
- double Gamma = unknowns(2);
-
- double p = ppr+Dpression; // updated pressure
-
- double u = 1.+6.*_mu*Gamma;
- double uu = u*u;
- double uuu = uu*u;
-
- double v = 1.-2.*flowCoeffs(2)*_K*Gamma;
- double vv = v*v;
-
- J.resize(3,3);
- double A = sqrt(keq2pr*4.*Gamma*Gamma/uu+ 2./9.*Dpression*Dpression/(_K*_K));
-
- if (A <1e-10){
- J(0,0) = 1.;
- J(0,1) = -sqrt(2./9.)/_K;
- J(0,2) = -2.*sqrt(keq2pr);
- }
- else{
- J(0,0) = 1.;
- J(0,1) = -2./9.*Dpression/(A*_K*_K);
- J(0,2) = -4.*Gamma*keq2pr/(A*uuu);
- }
-
- J(1,0) = -Gamma*(2.*ppr+2.*_K*Gamma*flowCoeffs(1))*DflowCoeffs(2)/vv- Gamma*DflowCoeffs(1)/v;
- J(1,1) = 1./_K;
- J(1,2) = -(2.*flowCoeffs(2)*ppr+flowCoeffs(1))/vv;
-
- J(2,0) = -(Dcoeffs(2)*p*p+Dcoeffs(1)*p+Dcoeffs(0))/_yield02;
- J(2,1) = -(2.*coeffs(2)*p+coeffs(1))/_yield02;
- J(2,2) = -12.*_mu*keq2pr/uuu/_yield02;
-};
-
-void mlawQuadYieldHyper::computeDResidualDCepr(const STensor3& devKpr, const double& ppr,
- const double & Dgamma, const double& Dpression,const double Gamma,
- const fullVector<double>& coeffs,
- const fullVector<double>& flowCoeffs,
- const STensor3& DpprDCepr, const STensor43& DdevKprDCepr,
- STensor3& DPhigammaDCepr,STensor3& DPhipDCepr,STensor3& DPhiGDCepr) const{
- double u = 1.+6.*_mu*Gamma;
- double uu = u*u;
- double p = ppr+Dpression;
-
- double keq2pr = 1.5*devKpr.dotprod();
-
- double A = sqrt(keq2pr*4.*Gamma*Gamma/uu+ 2./9.*Dpression*Dpression/(_K*_K));
- double dAdkeq2pr = 2.*Gamma*Gamma/uu/A;
-
- DPhigammaDCepr*= 0.;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- for (int m=0; m<3; m++){
- for (int l=0; l<3; l++){
- DPhigammaDCepr(i,j) -= 3.*dAdkeq2pr*devKpr(m,l)*DdevKprDCepr(m,l,i,j);
- }
- }
- }
- }
-
- DPhipDCepr *=0.;
- double fact = -2.*Gamma*flowCoeffs(2)/(1.-2.*flowCoeffs(2)*_K*Gamma);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DPhipDCepr = fact*DpprDCepr(i,j);
- }
- }
-
- DPhiGDCepr *= 0.;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DPhiGDCepr(i,j) = -(2.*coeffs(2)*p+coeffs(1))*DpprDCepr(i,j)/_yield02;
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- DPhiGDCepr(i,j) += 3.*devKpr(k,l)*DdevKprDCepr(k,l,i,j)/(uu*_yield02);
- }
- }
- }
- }
-
-
-};
-
-void mlawQuadYieldHyper::computedFpdF(STensor43& dFpdF, STensor43& DkcorDF,
- const STensor3& devKpr, const double& ppr,
- const STensor3& DpprDCepr, const STensor43& DdevKprDCepr,
- const STensor3& DgamaDCepr, const STensor3& DDpDCepr,const STensor3& DGDCepr,
- const double& Dgamma, const double& Dpression, const double& Gamma,
- const STensor3& N, const STensor3& devN, const double& trN,
- const STensor3& F, const STensor3& Fp0, const STensor3& invFp0, const STensor43& Epr) const{
- dFpdF *= 0.;
-
- double u = 1.+6.*_mu*Gamma;
- double uu = u*u;
-
- STensor3 DtrNDCepr;
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- DtrNDCepr(i,j) = -DDpDCepr(i,j)/(_K*Gamma)+ Dpression*DGDCepr(i,j)/(_K*Gamma*Gamma);
-
- STensor43 DdevNDCepr;
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- DdevNDCepr(i,j,k,l) = 3./u*DdevKprDCepr(i,j,k,l) - 18.*_mu/uu*devKpr(i,j)*DGDCepr(k,l);
- }
-
- STensor43 temp1(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- temp1(i,j,k,l) = N(i,j)*DGDCepr(k,l)+ Gamma*DdevNDCepr(i,j,k,l)+ Gamma/3.*_I(i,j)*DtrNDCepr(k,l);
-
- STensor43 EprFp0(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- EprFp0(i,j,k,l) += Epr(i,s,k,l)*Fp0(s,j);
- }
- }
-
- STensor43 dFpDCepr(0.);
- multSTensor43(EprFp0,temp1,dFpDCepr);
- // compute dFpDC
- STensor43 dFpdC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdC(i,j,k,l) += dFpDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
- // compute dFpDF
- dFpdF *= 0.;
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdF(i,j,k,l) += dFpdC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- STensor3 DpDCepr(DpprDCepr);
- STensor43 DdevKDCepr(DdevKprDCepr);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DpDCepr(i,j) -= _K*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- DdevKDCepr(i,j,k,l) -= 2.*_mu*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
- }
- }
- }
- }
-
- STensor3 DpDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDC(k,l) += DpDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- STensor3 DpDF(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDF(k,l) += DpDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DdevKDC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDC(i,j,k,l) += DdevKDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- STensor43 DdevKDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDF(i,j,k,l) += DdevKDC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- DkcorDF*=0.;
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DkcorDF(m,n,p,q) = _I(m,n)*DpDF(p,q)+ DdevKDF(m,n,p,q);
-
-
-};
-
-
-void mlawQuadYieldHyper::updateEqPlasticDeformation(IPHyperelastic *q1, const IPHyperelastic *q0,
- const double& nup, const double& Dgamma) const{
- q1->_epspbarre = q0->_epspbarre+ Dgamma;
- double fact =sqrt(1.5/(1.+2.*nup*nup));
- //Msg::Error("fact = %e",fact);
- q1->_epspCompression = q0->_epspCompression+ Dgamma*fact;
- q1->_epspTraction = q0->_epspTraction+ Dgamma*fact;
- q1->_epspShear = q0->_epspShear+ Dgamma*sqrt(3.)/2;
-};
-
-void mlawQuadYieldHyper::predictorCorrector(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
-
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q0->_Fp;
-
- /* compute elastic predictor */
- Fp1 = Fp0; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
-
- STensor3& Fe = q1->_Fe;
-
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3 Cepr(Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor43 Epr; // estimation of dexpA/dA
-
- STensor3 devKpr; // dev corotational kirchoff stress predictor
- double ppr; // pressure predictor
- this->corStress(Ee,devKpr,ppr);
- double keq2pr = 1.5*devKpr.dotprod();
-
- double Dgamma = 0.; // increment of equivalent plastic strain
- double Dpression = 0.; // increment of pressure
- double Gamma = 0.; // flow rule parameter
- double& nup = q1->_nup; // plastic poisson ratio
-
- Dgamma = 0.;
- Dpression = 0.;
- Gamma = 0.;
- nup = 0.;
-
- fullMatrix<double> J(3,3); // jacobian
- fullMatrix<double> invJ(3,3); // inversed jacobian
-
- // hardening
- this->hardening(q1);
- fullVector<double> coeffs, Dcoeffs; // yield coefficients and derivatives in respect to plastic deformation
- fullVector<double> flowCoeffs, DflowCoeffs;
- this->getYieldCoefficients(q1,coeffs);
-
- STensor3 devN(0); // dev part of yield normal
- double trN=0;; // trace part of yield normal
- STensor3 N(0.); // yield normal
-
-
- double f = keq2pr - (coeffs(2)*ppr*ppr+coeffs(1)*ppr+coeffs(0));
- if (f>0){
-
- // plasticity
- int ite = 0;
- int maxite = 1000; // maximal number of iters
-
- this->getFlowPotentialCoefficients(coeffs,flowCoeffs);
-
- // get intial value
- //this->plasticGuest(keq2pr,ppr,coeffs,flowCoeffs,Dgamma,Dpression,Gamma);
-
- nup = this->getPlasticPoissonRatio(flowCoeffs,ppr,Dpression); // plastic poisson ratio
- // modify Eq. plastic strain
- updateEqPlasticDeformation(q1,q0,nup,Dgamma);
- this->hardening(q1);
- this->getYieldCoefficients(q1,coeffs);
- this->getFlowPotentialCoefficients(coeffs,flowCoeffs);
-
-
- fullVector<double> unknowns;
- unknowns.resize(3);
- unknowns(0) = Dgamma;
- unknowns(1) = Dpression;
- unknowns(2) = Gamma;
-
- fullVector<double> residual; // residual of eqs to estimate Dgamma, Dpression and Gamma
-
- this->computeResidual(keq2pr,ppr,unknowns,coeffs,flowCoeffs,residual);
- double res = residual.norm();
-
- while(res> _tol or ite < 1){
- // predictor
- this->getYieldCoefficientDerivatives(q1,nup,Dcoeffs);
- this->getFlowPotentialCoefficientDerivatives(Dcoeffs,DflowCoeffs);
- //Msg::Error("H2 = %e, H1 = %e, H0 = %e", H2,H1,H0);
-
- this->computeJacobian(keq2pr,ppr,unknowns,coeffs,Dcoeffs,flowCoeffs,DflowCoeffs,J);
-
- J(0,0) *=1.;
- J(0,1) *= _K;
- J(0,2) /= _mu;
-
- J(1,0) *= 1.;
- J(1,1) *= _K;
- J(1,2) /= _mu;
-
- J(2,0) *= 1;
- J(2,1) *= _K;
- J(2,2) /= _mu;
-
- J.invert(invJ);
-
- //if (fabs(residual(2))<_tol) break;
-
- //if (res0 <_tol) break;
- //invJ.print("invJ");
-
- fullVector<double> sol(3);
- sol.setAll(0.);
- invJ.mult(residual,sol);
-
-
- if (sol(0) >0.1)
- Dgamma = 0.1;
- else if (Dgamma - sol(0) <0)
- Dgamma /= 2.;
- else
- Dgamma -= sol(0);
-
- if (fabs(ppr+Dpression-sol(1)*_K) > 1.5*fabs(ppr))
- Dpression /= 2.;
- else
- Dpression -= sol(1)*_K;
-
- if (Gamma -sol(2)/_mu < 0){
- if (Gamma == 0) Gamma = 1e-4/_mu;
- else Gamma /= 2.;
- }
- else
- Gamma -= sol(2)/_mu;
-
-
-
- unknowns(0) = Dgamma;
- unknowns(1) = Dpression;
- unknowns(2) = Gamma;
-
-
- updateEqPlasticDeformation(q1,q0,nup,Dgamma);
- this->hardening(q1);
- this->getYieldCoefficients(q1,coeffs);
- this->getFlowPotentialCoefficients(coeffs,flowCoeffs);
-
- // compute residual
- this->computeResidual(keq2pr,ppr,unknowns,coeffs,flowCoeffs,residual);
- //J.print("Jacobian");
- // convergent norm
-
- ite++;
- res = residual.norm();
- //Msg::Info("iter = %d, res = %e, Dgamma = %e, Dpreesion = %e, Gamma=%e",ite,res, Dgamma,Dpression,Gamma);
-
-
- if(ite > maxite){
- Msg::Fatal("No convergence for plastic correction in mlawQuadYieldHyper iter = %d, res = %e!!",ite,res);
- break;
- }
- }
-
- // estimate yield normal
- devN = devKpr;
- devN *= (3./(1.+6.*_mu*Gamma));
- trN = -Dpression/(_K*Gamma);
- N = devN;
- N(0,0) += trN/3.;
- N(1,1) += trN/3.;
- N(2,2) += trN/3.;
-
- // estimate exp(GammaN)
- STensor3 expGN(0.);
- STensor3 GammaN = N;
- GammaN *= Gamma;
- expSTensor3(GammaN,expGN,&Epr);
-
- // update plastic deformation tensor
- multSTensor3(expGN,Fp0,Fp1);
- // update IP
- updateEqPlasticDeformation(q1,q0,nup,Dgamma);
-
- // update elastic deformation tensor, corotational stress
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
- }
-
- STensor3 devK = devKpr; // dev corotational kirchoff stress
- double p = ppr; // pressure
-
- // update
- p += Dpression;
- devK*= 1./(1+6.*_mu*Gamma);
-
- // corotational Kirchhoff stress tenor
- STensor3 KS = devK;
- KS(0,0) += p;
- KS(1,1) += p;
- KS(2,2) += p;
-
-
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
-
- P*= 0.;
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
-
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
-
-
- if (stiff){
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- getDCorStressDCepr(Lpr,DpprDCepr,DdevKprDCepr);
-
- STensor3 invFp0 = Fp0.invert();
-
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= (0.);
-
- STensor43& dFpdF = q1->_DFpDF;
- dFpdF *= 0.;
-
- STensor3& dgammadF = q1->_DgammaDF;
- dgammadF*= 0.;
-
- STensor43& dFedF =q1->_DFeDF;
- dFedF *=0;
-
- STensor3 DgamaDCepr(0.), DDpDCepr(0.), DGDCepr(0.);
-
- // compute dFpdF
- if (Dgamma > 0.){
- STensor3 DPhigammaDCepr(0.), DPhipDCepr(0.),DPhiGDCepr(0.);
- computeDResidualDCepr(devKpr, ppr, Dgamma,Dpression,Gamma,coeffs,flowCoeffs,DpprDCepr,DdevKprDCepr,
- DPhigammaDCepr, DPhipDCepr,DPhiGDCepr);
-
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DgamaDCepr(i,j) = -invJ(0,0)*DPhigammaDCepr(i,j)-invJ(0,1)*DPhipDCepr(i,j)- invJ(0,2)*DPhiGDCepr(i,j);
- DDpDCepr(i,j) = _K*(-invJ(1,0)*DPhigammaDCepr(i,j)-invJ(1,1)*DPhipDCepr(i,j)- invJ(1,2)*DPhiGDCepr(i,j));
- DGDCepr(i,j) = (-invJ(2,0)*DPhigammaDCepr(i,j)-invJ(2,1)*DPhipDCepr(i,j)- invJ(2,2)*DPhiGDCepr(i,j))/_mu;
- }
- }
-
- //DgamaDCepr.print("DgamaDCepr");
-
- computedFpdF(dFpdF, DKcorDF,devKpr,ppr,DpprDCepr, DdevKprDCepr,
- DgamaDCepr,DDpDCepr,DGDCepr,
- Dgamma, Dpression, Gamma,
- N, devN,trN, F, Fp0, invFp0,Epr);
- }
- else{
- dFpdF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,q1->_DpcorDF,q1->_DdevKcorDF, DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
- }
-
-
-
- STensor3 DgamaDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DgamaDC(k,l) += DgamaDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dgammadF(k,l) += DgamaDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DinvFpDF(0.); //
- for (int i=0; i<3; i++)
- for (int s=0; s<3; s++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- DinvFpDF(i,s,k,l) -= Fpinv(i,m)*dFpdF(m,j,k,l)*Fpinv(j,s);
-
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
- for (int s=0; s<3; s++)
- dFedF(m,j,k,l) += F(m,s)*DinvFpDF(s,j,k,l);
- }
-
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
-
-
- STensor43 dSdF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
- }
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- Tangent(i,j,k,l) = 0.;
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- Tangent(i,j,k,l) += dFedF(i,m,k,l)*S(m,n)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*dSdF(m,n,k,l)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*S(m,n)*DinvFpDF(j,n,k,l);
- }
- }
- }
-
- }
-};
-
-mlawQuadYieldHyper::mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double tol,const bool matrixbyPerturbation, const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init){
-}
-
-mlawQuadYieldHyper::mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double tol,
- const bool matrixbyPerturbation, const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init)
-{
- _flowType = 1;
- _yieldType = 1;
-
- _yield0 = std::max(sy0C,sy0T);
- _yield02 = _yield0*_yield0;
-
- Msg::Warning("default linear harderning laws are used for compression, traction and shear yieldings");
- _compression = new LinearExponentialJ2IsotropicHardening(num, sy0C, hc, 0., 10.);
- _traction = new LinearExponentialJ2IsotropicHardening(num, sy0T, ht, 0., 10.);
-
-};
-
-mlawQuadYieldHyper::mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,const double tol,
- const bool matrixbyPerturbation , const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init)
-{
- _flowType = 1;
- _yieldType = 1;
-
- _yield0 = std::max(sc.getYield0(),st.getYield0());
- _yield02 = _yield0*_yield0;
-
- _compression= sc.clone();
- _traction = st.clone();
-};
-
-mlawQuadYieldHyper::mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double sy0S,const double hs,const double tol,
- const bool matrixbyPerturbation , const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init)
-{
-
- Msg::Warning("default linear harderning laws are used for compression, traction and shear yieldings");
- _shear = new LinearExponentialJ2IsotropicHardening(num, sy0S, hs, 0., 10.);
- _compression = new LinearExponentialJ2IsotropicHardening(num, sy0C, hc, 0., 10.);
- _traction = new LinearExponentialJ2IsotropicHardening(num, sy0T, ht, 0., 10.);
-
- _yieldType = 3;
- _flowType = 1;
- _yield0 = std::max(sy0C,std::max(sy0T,sy0S));
- _yield02 = _yield0*_yield0;
-};
-
-mlawQuadYieldHyper::mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const J2IsotropicHardening &ss,const double tol,
- const bool matrixbyPerturbation , const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init)
-{
- _flowType = 3;
- _yieldType = 1;
-
- _yield0 = std::max(sc.getYield0(),std::max(st.getYield0(),ss.getYield0()));
- _yield02 = _yield0*_yield0;
-
- _shear = ss.clone();
- _compression= sc.clone();
- _traction = st.clone();
-};
-
-mlawQuadYieldHyper::mlawQuadYieldHyper(const mlawQuadYieldHyper& source): mlawHyperelastic(source),
- _flowType(source._flowType),
- _b2(source._b2),_b1(source._b1),_yield0(source._yield0),_yield02(source._yield02),
- _yieldType(source._yieldType)
-{
-};
-
-mlawQuadYieldHyper& mlawQuadYieldHyper::operator = (const materialLaw& source){
- mlawHyperelastic::operator=(source);
- const mlawQuadYieldHyper* src =dynamic_cast<const mlawQuadYieldHyper*>(&source);
- if(src != NULL)
- {
- _flowType = src->_flowType;
- _b2 = src->_b2;
- _b1 = src->_b1;
- _yield0 = src->_yield0;
- _yield02 = src->_yield02;
- _yieldType = src->_yieldType;
- }
- return *this;
-};
-
-mlawQuadYieldHyper::~mlawQuadYieldHyper(){
-};
-
-void mlawQuadYieldHyper::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
-{
- IPVariable* ipvi = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- IPVariable* ipv1 = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- IPVariable* ipv2 = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- if(ips != NULL) delete ips;
- ips = new IP3State(state_,ipvi,ipv1,ipv2);
-};
-
-void mlawQuadYieldHyper::nonAssociatedFlowRuleFactor(const double b2, const double b1){
- _b2 = b2;
- _b1 = b1;
-};
-
-void mlawQuadYieldHyper::setFlowPotentialType(const int type){
- _flowType = type;
- if (_flowType == 1){
- Msg::Info("associated flow rule is used");
- }
- else if (_flowType == 2 or _flowType == 3){
- Msg::Info("non--associated flow rule type %d is used",_flowType);
- }
- else
- Msg::Fatal("flow type %d has not be implemented",_flowType);
-
-};
-
-void mlawQuadYieldHyper::setYieldSurfaceType(const int type){
- _yieldType = type;
- if (_yieldType == 1){
- Msg::Info("Paraboloidal yield surface is used");
- }
- else if (_yieldType == 2){
- Msg::Info("Generalized Drucker-Prager yield surface is used");
- }
- else if (_yieldType == 3){
- Msg::Info("Full quadratic yield surface is used");
- }
- else{
- Msg::Fatal("yield type %d has not implemented");
- }
-};
-
-
-void mlawPowerYieldHyper::updateEqPlasticDeformation(IPHyperelastic *q1, const IPHyperelastic *q0,
- const double& nup, const double& Dgamma) const{
- q1->_epspbarre = q0->_epspbarre+ Dgamma;
- q1->_epspCompression = q0->_epspCompression+ Dgamma;
- q1->_epspTraction = q0->_epspTraction+ Dgamma;
- double k = 1./(sqrt(1.+2.*nup*nup));
- q1->_epspShear = q0->_epspShear+ Dgamma/(k*sqrt(2.));
-
-};
-
-
-void mlawPowerYieldHyper::getYieldCoefficients(const IPHyperelastic *q, fullVector<double>& coeffs) const{
- double sigc = q->_ipCompression->getR();
- double sigt = q->_ipTraction->getR();
-
- double m = sigt/sigc;
-
- //Msg::Error("m = %e, _n = %e",m,_n);
- //Msg::Error("sigc = %e, sigt = %e",sigc,sigt);
-
- coeffs.resize(3);
- coeffs(2) = pow(sigc,-_n);
- coeffs(1) = 3.*(pow(m,_n)-1.)/(m+1.)/sigc;
- coeffs(0) = (pow(m,_n)+m)/(m+1);
-};
-
-void mlawPowerYieldHyper::getYieldCoefficientDerivatives(const IPHyperelastic *q, const double& nup, fullVector<double>& Dcoeffs) const{
- double sigc(0.), Hc(0.);
- sigc = q->_ipCompression->getR();
- Hc = q->_ipCompression->getDR();
-
- double sigt(0.), Ht(0.);
- sigt = q->_ipTraction->getR();
- Ht = q->_ipTraction->getDR();
-
-
- Dcoeffs.resize(3);
- Dcoeffs.setAll(0.);
-
- double m = sigt/sigc;
- double Dm = (Ht*sigc- sigt*Hc)/(sigc*sigc);
- double Da1Dm = 3./sigc*(_n*pow(m,_n-1.)/(m+1.) - (pow(m,_n)-1.)/(m+1.)/(m+1.));
-
- Dcoeffs(2) = -_n*pow(sigc,-_n-1.)*Hc;
- Dcoeffs(1) = Da1Dm*Dm -3.*(pow(m,_n)-1.)/(m+1.)/(sigc*sigc)*Hc;
- Dcoeffs(0) = ((_n*pow(m,_n-1)+1.)/(m+1) - (pow(m,_n)+m)/(m+1.)/(m+1.))*Dm;
-
-};
-
-
-void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow_VoigtKelvin(const STensor3& F,
- const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- /* compute elastic predictor */
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q0->_Fp;
-
- Fp1 = Fp0; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
- q1->_backsig = q0->_backsig; // backstress tensor
- q1->_DgammaDt = 0.;
-
- STensor3& Fe = q1->_Fe;
-
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor3 DE(q0->_Ee);
- DE*= -1.;
- DE += Ee;
-
- STensor3 devDE(0.);
- double trDE(0.);
- dev(DE,devDE,trDE);
-
-
- double dt = this->getTimeStep();
-
- double invGe = 1./_mu;
- STensor3 D(0.);
- for (int i=0; i<_Gi.size(); i++){
- double dtg = dt/(_gi[i]);
- invGe += (1.-exp(-dtg/2.))/_Gi[i];
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- D(k,l) += q0->_A[i](k,l)*(exp(-dtg)-1.)/(2.*_Gi[i]);
- }
- }
- }
- double Ge = 1./invGe;
-
- double invKe = 1./_K;
- double V= 0.;
- for (int i=0; i<_Ki.size(); i++){
- double dtk = dt/(_ki[i]);
- invKe += (1.-exp(-dtk/2))/_Ki[i];
- V += q0->_B[i]*(exp(-dtk)-1.)/(3.*_Ki[i]);
- }
- double Ke = 1./invKe;
-
- // stress increment
- STensor3 DdevK(devDE); // dev corotational kirchoff stress predictor
- DdevK += D;
- DdevK *= (2.*Ge);
- double Dp = Ke*(trDE+ V); // pressure predictor
-
- // update in case of elasticity
- for (int i=0; i< _Gi.size(); i++){
- q1->_A[i] *= 0.;
- double dtg = dt/(_gi[i]);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) += exp(-dtg)*q0->_A[i](k,l) + exp(-dtg/2.)*DdevK(k,l);
- }
- }
- }
-
- for (int i=0; i< _Ki.size(); i++){
- q1->_B[i] *= 0.;
- double dtk = dt/(_ki[i]);
- q1->_B[i] += exp(-dtk)*q0->_B[i] + exp(-dtk/2.)*3.*Dp;
- }
-
- const STensor3& K0 = q0->_kirchhoff;
- STensor3 devK0(0.);
- double p0(0.);
- dev(K0,devK0,p0);
- p0 /= 3.;
-
- STensor3 devKpr(devK0); // dev corotational kirchoff stress predictor
- devKpr += DdevK;
- double ppr = p0+Dp; // pressure predictor
-
- STensor43 Epr; // estimation of dexpA/dA
-
- STensor3 devBn(0.); // dev of backstress of previous step
- double trBn(0.); // trace of backstress of previous step
- this->dev(q0->_backsig,devBn,trBn);
-
- STensor3 devB(devBn); //dev of backstress of current step
- double trB(trBn); // trace of backstress of current step
-
- STensor3 devPhipr(devKpr); // effective dev stress predictor
- devPhipr -= devBn;
- double ptildepr = ppr; // effective pression predictor
- ptildepr -= trBn/3.;
-
- double PhiEqpr2 = 1.5*devPhipr.dotprod();
- double PhiEqpr = sqrt(PhiEqpr2);
-
- STensor3 devK = devKpr; // dev corotational kirchoff stress
- double p = ppr; // pressure
-
- // plastic poisson ratio
- q1->_nup = (9.-2.*_b)/(18.+2.*_b);
- double kk = 1./sqrt(1.+2.*q1->_nup*q1->_nup);
-
- double Gamma = 0.; // q1->_Gamma; // flow rule parameter
- double PhiEq = PhiEqpr;
- double ptilde = ptildepr; // current effective pressure
- STensor3 devPhi(devPhipr); // current effect dev stress
-
- // hardening
- this->hardening(q1);
- fullVector<double> a(3), Da(3); // yield coefficients and derivatives in respect to plastic deformation
- this->getYieldCoefficients(q1,a);
-
- double Hb =0.;
- if (q1->_ipKinematic != NULL)
- Hb = q1->_ipKinematic->getDR(); // kinematic hardening parameter
-
- double Gt= Ge + kk*Hb/2.;
- double Kt = Ke + kk*Hb/3.;
- //a.print("a init");
-
- STensor3 devN(0); // dev part of yield normal
- double trN=0;; // trace part of yield normal
- STensor3 N(0.); // yield normal
-
- double f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
-
- double DfDGamma = 0.;
- double dfdDgamma = 0.;
- double u = 1.;
- double v = 1.;
-
- double A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
-
-
- double dDgammaDGamma = 0.;
-
- if (f>0){
- // plasticity
- int ite = 0;
- int maxite = 100; // maximal number of iters
- double Dgamma = 0.; // eqplastic strain
-
- //Msg::Error("plasticity occurs f = %e",f);
-
- while (fabs(f) >_tol or ite <1){
- double eta(0.),Deta(0.);
- if (_viscosity != NULL)
- _viscosity->get(q1->_epspbarre,eta,Deta);
- double etaOverDt = eta/this->getTimeStep();
-
- double dAdGamma = -(72.*Gt*PhiEq*PhiEq/u+ 16.*Kt*_b*_b*_b*ptilde*ptilde/(3.*v))/(2.*A);
- dDgammaDGamma = kk*(A+Gamma*dAdGamma);
-
- this->getYieldCoefficientDerivatives(q1,q1->_nup,Da);
- dfdDgamma = Da(2)*pow(PhiEq,_n) - Da(1)*ptilde -Da(0);
- if (Gamma>0 and etaOverDt>0)
- dfdDgamma -= _p*pow(etaOverDt,_p-1.)*Deta/this->getTimeStep()*pow(Gamma,_p);
-
- DfDGamma = dfdDgamma*dDgammaDGamma - (_n*a(2)*6.*Gt)*pow(PhiEq,_n)/u + a(1)*ptilde*2.*_b*Kt/v;
- if (Gamma>0 and etaOverDt>0)
- DfDGamma -=pow(etaOverDt,_p)*_p*pow(Gamma,_p-1.);
-
- double dGamma = -f/DfDGamma;
-
- if (Gamma + dGamma <=0.){
- Gamma /= 2.;
- }
- else
- Gamma += dGamma;
-
- //Msg::Error("Gamma = %e",Gamma);
-
- u = 1.+6.*Gt*Gamma;
- v = 1.+2.*_b*Kt*Gamma;
- PhiEq = PhiEqpr/u;
- ptilde = ptildepr/v;
- A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
- Dgamma = kk*Gamma*A;
-
- //Msg::Error("it = %d, u=%e, v=%e, Dgamma=%e",ite,u,v,Dgamma);
-
- updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
- hardening(q1);
- getYieldCoefficients(q1,a);
- //a.print("a update");
-
- f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
- double viscoTerm = etaOverDt*Gamma;
- if (Gamma>0 and etaOverDt>0) f-= pow(viscoTerm,_p);
-
- ite++;
- //if (ite> maxite-5)
- //Msg::Error("it = %d, DfDGamma = %e error = %e dGamma = %e, Gamma = %e",ite,DfDGamma,f,dGamma,Gamma);
-
- if (fabs(f) <_tol) break;
-
- if(ite > maxite){
- Msg::Fatal("No convergence for plastic correction in mlawPowerYieldHyper nonAssociatedFlow iter = %d, f = %e!!",ite,f);
- break;
- }
- };
-
- q1->_DgammaDt = Dgamma/this->getTimeStep();
-
- // update effective stress tensor
- devPhi *= (1./u);
- ptilde = ptildepr/v;
-
- // update normal
- devN = devPhi;
- devN *= 3.;
- trN = 2.*_b*ptilde;
- N = devN;
- N(0,0) += trN/3.;
- N(1,1) += trN/3.;
- N(2,2) += trN/3.;
-
- // estimate exp(GammaN)
- STensor3 expGN(0.);
- STensor3 GammaN = N;
- GammaN *= Gamma;
- expSTensor3(GammaN,expGN,&Epr);
-
- // update plastic deformation tensor
- multSTensor3(expGN,Fp0,Fp1);
- // update IP
- updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
-
- // update elastic deformation tensor, corotational stress
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- // backstress
- STensor3 DB(N); // increment
- DB *= (kk*Hb*Gamma);
- q1->_backsig += DB; // update
-
- STensor3 devDB;
- double trDB;
- this->dev(DB,devDB,trDB);
-
- devB += devDB;
- trB += trDB;
-
- // corotationaal Kirchhoff stress
- devK = devPhi;
- devK += devB;
-
- p = ptilde + trB/3.;
-
- for (int i=0; i< _Gi.size(); i++){
- q1->_A[i] *= 0.;
- double dtg = dt/(_gi[i]);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) += exp(-dtg)*q0->_A[i](k,l) + exp(-dtg/2.)*(devK(k,l)-devK0(k,l));
- }
- }
- }
-
- for (int i=0; i< _Ki.size(); i++){
- q1->_B[i] *= 0.;
- double dtk = dt/(_ki[i]);
- q1->_B[i] += exp(-dtk)*q0->_B[i] + exp(-dtk/2.)*3.*(p-p0);
- }
- };
-
- // corotational Kirchhoff stress tenor
- STensor3& KS = q1->_kirchhoff;
- KS = devK;
- KS(0,0) += p;
- KS(1,1) += p;
- KS(2,2) += p;
-
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
-
- P*= 0.;
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
-
- // update current internal variables
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
- q1->_DGDt = Gamma/this->getTimeStep();
-
- STensor3 Feinv = Fe.invert();
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_elasticStrainRate(i,j) = 0.;
- q1->_plasticStrainRate(i,j) = 0.;
- for (int k=0; k<3; k++){
- q1->_elasticStrainRate(i,j) += (q1->_Fe(i,k)-q0->_Fe(i,k))*Feinv(k,j)/this->getTimeStep();
- q1->_plasticStrainRate(i,j) += (q1->_Fp(i,k)-q0->_Fp(i,k))*Fpinv(k,j)/this->getTimeStep();
- }
- }
- }
-
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_strainRate(i,j) = q1->_elasticStrainRate(i,j);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_strainRate(i,j) += Fe(i,k)*q1->_plasticStrainRate(k,l)*Feinv(l,j);
- }
- }
- }
- }
-
-
-
- if (stiff){
-
- STensor3 invFp0 = Fp0.invert();
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- multSTensor3STensor43(_I,Lpr,DpprDCepr);
- DpprDCepr*= (0.5*Ke);
-
- multSTensor43(_Idev,Lpr,DdevKprDCepr);
- DdevKprDCepr*= Ge;
-
- STensor3 DgamaDCepr(0.);
-
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= (0.);
-
- STensor43& dFpdF = q1->_DFpDF;
- STensor3& dgammadF = q1->_DgammaDF;
- STensor43& dFedF = q1->_DFeDF;
- STensor3& DpDF = q1->_DpcorDF;
- STensor43& DdevKDF = q1->_DdevKcorDF;
-
- dFpdF *= 0.;
- dgammadF*= 0.;
- dFedF *= 0;
- DpDF *= 0.;
- DdevKDF *= 0.;
-
- if (Gamma >0){
- STensor3 dAdCepr(0.), dfDCepr(0.);
- double fact = 1.5*a(2)*_n*pow(PhiEq,_n-2.)/(u*u);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- dAdCepr(i,j) += 4.*_b*_b*ptildepr/(A*3.*v*v)*DpprDCepr(i,j);
- dfDCepr(i,j) -= a(1)/v*DpprDCepr(i,j);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- dAdCepr(i,j) += 9./(A*u*u)*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
- dfDCepr(i,j) += fact*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
- }
- }
- }
- }
-
- STensor3 DGDCepr(0.);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DGDCepr(i,j) = (-dfDCepr(i,j)-dfdDgamma*kk*Gamma*dAdCepr(i,j))/DfDGamma;
- }
- }
-
- DgamaDCepr *= 0.;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DgamaDCepr(i,j) = kk*Gamma*dAdCepr(i,j)+ kk*dDgammaDGamma*DGDCepr(i,j);
- }
- }
-
-
- STensor3 DtrNDCepr;
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- DtrNDCepr(i,j) = 2.*_b/v*DpprDCepr(i,j) - 2.*_b*ptildepr*(2.*_b*Kt)/(v*v)*DGDCepr(i,j);
-
-
- STensor43 DdevNDCepr(DdevKprDCepr);
- DdevNDCepr *= (3./u);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- DdevNDCepr(i,j,k,l) -= 18.*Gt/(u*u)*devPhipr(i,j)*DGDCepr(k,l);
- }
-
-
- STensor43 temp1(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- temp1(i,j,k,l) = N(i,j)*DGDCepr(k,l)+ Gamma*DdevNDCepr(i,j,k,l)+ Gamma/3.*_I(i,j)*DtrNDCepr(k,l);
-
- STensor43 EprFp0(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- EprFp0(i,j,k,l) += Epr(i,s,k,l)*Fp0(s,j);
- }
- }
-
- STensor43 dFpDCepr(0.);
- multSTensor43(EprFp0,temp1,dFpDCepr);
- // compute dFpDC
- STensor43 dFpdC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdC(i,j,k,l) += dFpDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
- // compute dFpDF
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdF(i,j,k,l) += dFpdC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor3 DpDCepr(DpprDCepr);
- STensor43 DdevKDCepr(DdevKprDCepr);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DpDCepr(i,j) -= Ke*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- DdevKDCepr(i,j,k,l) -= 2.*Ge*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
- }
- }
- }
- }
-
-
- STensor3 DpDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDC(k,l) += DpDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDF(k,l) += DpDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DdevKDC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDC(i,j,k,l) += DdevKDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDF(i,j,k,l) += DdevKDC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- DKcorDF *= 0.;
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DKcorDF(m,n,p,q) = _I(m,n)*DpDF(p,q)+ DdevKDF(m,n,p,q);
-
- }
- else{
- dFpdF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,DpDF, DdevKDF, DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
- }
-
-
- STensor3 DgamaDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DgamaDC(k,l) += DgamaDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dgammadF(k,l) += DgamaDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DinvFpDF(0.); //
- for (int i=0; i<3; i++)
- for (int s=0; s<3; s++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- DinvFpDF(i,s,k,l) -= Fpinv(i,m)*dFpdF(m,j,k,l)*Fpinv(j,s);
-
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
- for (int s=0; s<3; s++)
- dFedF(m,j,k,l) += F(m,s)*DinvFpDF(s,j,k,l);
- }
-
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
-
-
- STensor43 dSdF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
- }
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- Tangent(i,j,k,l) = 0.;
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- Tangent(i,j,k,l) += dFedF(i,m,k,l)*S(m,n)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*dSdF(m,n,k,l)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*S(m,n)*DinvFpDF(j,n,k,l);
- }
- }
- }
-
- };
-};
-
-void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow_Maxwell(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- /* compute elastic predictor */
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q0->_Fp;
-
- Fp1 = Fp0; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
- q1->_backsig = q0->_backsig; // backstress tensor
- q1->_DgammaDt = 0.;
-
- STensor3& Fe = q1->_Fe;
-
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor3 devEe(0.);
- double trEe(0.);
- dev(Ee,devEe,trEe);
-
-
- const STensor3& Ee0 = q0->_Ee;
- STensor3 devEe0(0.);
- double trEe0(0.);
- dev(Ee0,devEe0,trEe0);
-
- // update A, B
- double dt = this->getTimeStep();
- double Ge = _mu;
- double Ke = _K;
-
-
- for (int i=0; i<_Gi.size(); i++){
- double dtg = dt/_gi[i];
- double expmdtg = exp(-dtg);
- double ztag = exp(-dtg/2.);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) = expmdtg*q0->_A[i](k,l) + 2.*_Gi[i]*ztag*(devEe(k,l)-devEe0(k,l));
- }
- }
- Ge += _Gi[i]*ztag;
- }
- for (int i=0; i<_Ki.size(); i++){
- double dtk = dt/_ki[i];
- double expmdtk = exp(-dtk);
- double ztak = exp(-dtk/2.);
- q1->_B[i] = q0->_B[i]*expmdtk +_Ki[i]*ztak*(trEe-trEe0);
- Ke += _Ki[i]*ztak;
- }
-
- STensor3 devKpr(0.); // dev corotational kirchoff stress predictor
- double ppr = 0.; // pressure predictor
- this->corStress(Ee,devKpr,ppr);
- for (int i=0; i<_Gi.size(); i++){
- devKpr += q1->_A[i];
- }
- for (int i=0; i<_Ki.size(); i++){
- ppr += q1->_B[i];
- }
-
- STensor43 Epr; // estimation of dexpA/dA
-
- STensor3 devBn(0.); // dev of backstress of previous step
- double trBn(0.); // trace of backstress of previous step
- this->dev(q0->_backsig,devBn,trBn);
-
- STensor3 devB(devBn); //dev of backstress of current step
- double trB(trBn); // trace of backstress of current step
-
- STensor3 devPhipr(devKpr); // effective dev stress predictor
- devPhipr -= devBn;
- double ptildepr = ppr; // effective pression predictor
- ptildepr -= trBn/3.;
-
- double PhiEqpr2 = 1.5*devPhipr.dotprod();
- double PhiEqpr = sqrt(PhiEqpr2);
-
- STensor3 devK = devKpr; // dev corotational kirchoff stress
- double p = ppr; // pressure
-
- // plastic poisson ratio
- q1->_nup = (9.-2.*_b)/(18.+2.*_b);
- double kk = 1./sqrt(1.+2.*q1->_nup*q1->_nup);
-
- double Gamma = 0.; // q1->_Gamma; // flow rule parameter
- double PhiEq = PhiEqpr;
- double ptilde = ptildepr; // current effective pressure
- STensor3 devPhi(devPhipr); // current effect dev stress
-
- // hardening
- this->hardening(q1);
- fullVector<double> a(3), Da(3); // yield coefficients and derivatives in respect to plastic deformation
- this->getYieldCoefficients(q1,a);
-
- double Hb =0.;
- if (q1->_ipKinematic != NULL)
- Hb = q1->_ipKinematic->getDR(); // kinematic hardening parameter
-
- double Gt= Ge + kk*Hb/2.;
- double Kt = Ke + kk*Hb/3.;
- //a.print("a init");
-
- STensor3 devN(0); // dev part of yield normal
- double trN=0;; // trace part of yield normal
- STensor3 N(0.); // yield normal
-
- double f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
-
- double DfDGamma = 0.;
- double dfdDgamma = 0.;
- double u = 1.;
- double v = 1.;
-
- double A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
-
-
- double dDgammaDGamma = 0.;
-
- if (f>0){
- // plasticity
- int ite = 0;
- int maxite = 100; // maximal number of iters
- double Dgamma = 0.; // eqplastic strain
-
- //Msg::Error("plasticity occurs f = %e",f);
-
- //double f0 = fabs(f);
-
- while (fabs(f) >_tol or ite <1){
- double eta(0.),Deta(0.);
- if (_viscosity != NULL)
- _viscosity->get(q1->_epspbarre,eta,Deta);
- double etaOverDt = eta/this->getTimeStep();
- double dAdGamma = -(72.*Gt*PhiEq*PhiEq/u+ 16.*Kt*_b*_b*_b*ptilde*ptilde/(3.*v))/(2.*A);
- dDgammaDGamma = kk*(A+Gamma*dAdGamma);
-
- this->getYieldCoefficientDerivatives(q1,q1->_nup,Da);
- dfdDgamma = Da(2)*pow(PhiEq,_n) - Da(1)*ptilde -Da(0);
- if (Gamma>0 and etaOverDt>0)
- dfdDgamma -= _p*pow(etaOverDt,_p-1.)*Deta/this->getTimeStep()*pow(Gamma,_p);
-
- DfDGamma = dfdDgamma*dDgammaDGamma - (_n*a(2)*6.*Gt)*pow(PhiEq,_n)/u + a(1)*ptilde*2.*_b*Kt/v;
- if (Gamma>0 and etaOverDt>0)
- DfDGamma -=pow(etaOverDt,_p)*_p*pow(Gamma,_p-1.);
-
- double dGamma = -f/DfDGamma;
-
- if (Gamma + dGamma <=0.){
- Gamma /= 2.;
- }
- else
- Gamma += dGamma;
-
- //Msg::Error("Gamma = %e",Gamma);
-
- u = 1.+6.*Gt*Gamma;
- v = 1.+2.*_b*Kt*Gamma;
- PhiEq = PhiEqpr/u;
- ptilde = ptildepr/v;
- A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
- Dgamma = kk*Gamma*A;
-
- //Msg::Error("it = %d, u=%e, v=%e, Dgamma=%e",ite,u,v,Dgamma);
-
- updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
- hardening(q1);
- getYieldCoefficients(q1,a);
- //a.print("a update");
-
- f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
- double viscoTerm = etaOverDt*Gamma;
- if (Gamma>0 and etaOverDt>0) f-= pow(viscoTerm,_p);
-
- ite++;
- //if (ite> maxite-5)
- //Msg::Error("it = %d, DfDGamma = %e error = %e dGamma = %e, Gamma = %e",ite,DfDGamma,f,dGamma,Gamma);
-
- if (fabs(f) <_tol) break;
-
- if(ite > maxite){
- Msg::Fatal("No convergence for plastic correction in mlawPowerYieldHyper nonAssociatedFlow Maxwell iter = %d, f = %e!!",ite,f);
- break;
- }
- };
-
- q1->_DgammaDt = Dgamma/this->getTimeStep();
-
- // update effective stress tensor
- devPhi *= (1./u);
- ptilde = ptildepr/v;
-
- // update normal
- devN = devPhi;
- devN *= 3.;
- trN = 2.*_b*ptilde;
- N = devN;
- N(0,0) += trN/3.;
- N(1,1) += trN/3.;
- N(2,2) += trN/3.;
-
- // estimate exp(GammaN)
- STensor3 expGN(0.);
- STensor3 GammaN = N;
- GammaN *= Gamma;
- expSTensor3(GammaN,expGN,&Epr);
-
- // update plastic deformation tensor
- multSTensor3(expGN,Fp0,Fp1);
- // update IP
- updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
-
- // update elastic deformation tensor, corotational stress
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
- dev(Ee,devEe,trEe);
- // update A, B
- for (int i=0; i<_Gi.size(); i++){
- double dtg = dt/_gi[i];
- double expmdtg = exp(-dtg);
- double ztag = exp(-dtg/2.);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_A[i](k,l) = expmdtg*q0->_A[i](k,l) + 2.*_Gi[i]*ztag*(devEe(k,l)-devEe0(k,l));
- }
- }
- }
- for (int i=0; i<_Ki.size(); i++){
- double dtk = dt/_ki[i];
- double expmdtk = exp(-dtk);
- double ztak = exp(-dtk/2.);
- q1->_B[i] = q0->_B[i]*expmdtk +_Ki[i]*ztak*(trEe-trEe0);
- }
-
- // backstress
- STensor3 DB(N); // increment
- DB *= (kk*Hb*Gamma);
- q1->_backsig += DB; // update
-
- STensor3 devDB;
- double trDB;
- this->dev(DB,devDB,trDB);
-
- devB += devDB;
- trB += trDB;
-
- // corotationaal Kirchhoff stress
- devK = devPhi;
- devK += devB;
-
- p = ptilde + trB/3.;
- };
-
- // corotational Kirchhoff stress tenor
- STensor3& KS = q1->_kirchhoff;
- KS = devK;
- KS(0,0) += p;
- KS(1,1) += p;
- KS(2,2) += p;
-
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
-
- P*= 0.;
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
-
-
- // update current internal variables
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
- q1->_DGDt = Gamma/this->getTimeStep();
-
- STensor3 Feinv = Fe.invert();
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_elasticStrainRate(i,j) = 0.;
- q1->_plasticStrainRate(i,j) = 0.;
- for (int k=0; k<3; k++){
- q1->_elasticStrainRate(i,j) += (q1->_Fe(i,k)-q0->_Fe(i,k))*Feinv(k,j)/this->getTimeStep();
- q1->_plasticStrainRate(i,j) += (q1->_Fp(i,k)-q0->_Fp(i,k))*Fpinv(k,j)/this->getTimeStep();
- }
- }
- }
-
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_strainRate(i,j) = q1->_elasticStrainRate(i,j);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_strainRate(i,j) += Fe(i,k)*q1->_plasticStrainRate(k,l)*Feinv(l,j);
- }
- }
- }
- }
-
-
-
- if (stiff){
-
- STensor3 invFp0 = Fp0.invert();
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- multSTensor3STensor43(_I,Lpr,DpprDCepr);
- DpprDCepr*= (0.5*Ke);
-
- multSTensor43(_Idev,Lpr,DdevKprDCepr);
- DdevKprDCepr*= Ge;
-
- STensor3 DgamaDCepr(0.);
-
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= (0.);
-
- STensor43& dFpdF = q1->_DFpDF;
- STensor3& dgammadF = q1->_DgammaDF;
- STensor43& dFedF = q1->_DFeDF;
- STensor3& DpDF = q1->_DpcorDF;
- STensor43& DdevKDF = q1->_DdevKcorDF;
-
- dFpdF *= 0.;
- dgammadF*= 0.;
- dFedF *= 0;
- DpDF *= 0.;
- DdevKDF *= 0.;
-
- if (Gamma >0){
- STensor3 dAdCepr(0.), dfDCepr(0.);
- double fact = 1.5*a(2)*_n*pow(PhiEq,_n-2.)/(u*u);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- dAdCepr(i,j) += 4.*_b*_b*ptildepr/(A*3.*v*v)*DpprDCepr(i,j);
- dfDCepr(i,j) -= a(1)/v*DpprDCepr(i,j);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- dAdCepr(i,j) += 9./(A*u*u)*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
- dfDCepr(i,j) += fact*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
- }
- }
- }
- }
-
- STensor3 DGDCepr(0.);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DGDCepr(i,j) = (-dfDCepr(i,j)-dfdDgamma*kk*Gamma*dAdCepr(i,j))/DfDGamma;
- }
- }
-
- DgamaDCepr *= 0.;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DgamaDCepr(i,j) = kk*Gamma*dAdCepr(i,j)+ kk*dDgammaDGamma*DGDCepr(i,j);
- }
- }
-
-
- STensor3 DtrNDCepr;
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- DtrNDCepr(i,j) = 2.*_b/v*DpprDCepr(i,j) - 2.*_b*ptildepr*(2.*_b*Kt)/(v*v)*DGDCepr(i,j);
-
-
- STensor43 DdevNDCepr(DdevKprDCepr);
- DdevNDCepr *= (3./u);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- DdevNDCepr(i,j,k,l) -= 18.*Gt/(u*u)*devPhipr(i,j)*DGDCepr(k,l);
- }
-
-
- STensor43 temp1(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- temp1(i,j,k,l) = N(i,j)*DGDCepr(k,l)+ Gamma*DdevNDCepr(i,j,k,l)+ Gamma/3.*_I(i,j)*DtrNDCepr(k,l);
-
- STensor43 EprFp0(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- EprFp0(i,j,k,l) += Epr(i,s,k,l)*Fp0(s,j);
- }
- }
-
- STensor43 dFpDCepr(0.);
- multSTensor43(EprFp0,temp1,dFpDCepr);
- // compute dFpDC
- STensor43 dFpdC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdC(i,j,k,l) += dFpDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
- // compute dFpDF
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdF(i,j,k,l) += dFpdC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor3 DpDCepr(DpprDCepr);
- STensor43 DdevKDCepr(DdevKprDCepr);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DpDCepr(i,j) -= Ke*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- DdevKDCepr(i,j,k,l) -= 2.*Ge*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
- }
- }
- }
- }
-
-
- STensor3 DpDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDC(k,l) += DpDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDF(k,l) += DpDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DdevKDC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDC(i,j,k,l) += DdevKDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDF(i,j,k,l) += DdevKDC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DKcorDF(m,n,p,q) = _I(m,n)*DpDF(p,q)+ DdevKDF(m,n,p,q);
-
- }
- else{
- dFpdF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,DpDF,DdevKDF,DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
- }
-
-
- STensor3 DgamaDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DgamaDC(k,l) += DgamaDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dgammadF(k,l) += DgamaDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DinvFpDF(0.); //
- for (int i=0; i<3; i++)
- for (int s=0; s<3; s++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- DinvFpDF(i,s,k,l) -= Fpinv(i,m)*dFpdF(m,j,k,l)*Fpinv(j,s);
-
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
- for (int s=0; s<3; s++)
- dFedF(m,j,k,l) += F(m,s)*DinvFpDF(s,j,k,l);
- }
-
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
-
-
- STensor43 dSdF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
- }
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- Tangent(i,j,k,l) = 0.;
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- Tangent(i,j,k,l) += dFedF(i,m,k,l)*S(m,n)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*dSdF(m,n,k,l)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*S(m,n)*DinvFpDF(j,n,k,l);
- }
- }
- }
-
- };
-};
-
-
-
-void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow_full(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- /* compute elastic predictor */
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q0->_Fp;
-
- Fp1 = Fp0; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
- q1->_backsig = q0->_backsig; // backstress tensor
- q1->_DgammaDt = 0.;
-
- STensor3& Fe = q1->_Fe;
-
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor43 Epr; // estimation of dexpA/dA
-
- STensor3 devKpr(0.); // dev corotational kirchoff stress predictor
- double ppr = 0.; // pressure predictor
- this->corStress(Ee,devKpr,ppr);
-
- STensor3 devBn(0.); // dev of backstress of previous step
- double trBn(0.); // trace of backstress of previous step
- this->dev(q0->_backsig,devBn,trBn);
-
- STensor3 devB(devBn); //dev of backstress of current step
- double trB(trBn); // trace of backstress of current step
-
- STensor3 devPhipr(devKpr); // effective dev stress predictor
- devPhipr -= devBn;
- double ptildepr = ppr; // effective pression predictor
- ptildepr -= trBn/3.;
-
- double PhiEqpr2 = 1.5*devPhipr.dotprod();
- double PhiEqpr = sqrt(PhiEqpr2);
-
- STensor3 devK = devKpr; // dev corotational kirchoff stress
- double p = ppr; // pressure
-
- // plastic poisson ratio
- q1->_nup = (9.-2.*_b)/(18.+2.*_b);
- double kk = 1./sqrt(1.+2.*q1->_nup*q1->_nup);
-
- double Gamma = 0.; // q1->_Gamma; // flow rule parameter
- double PhiEq = PhiEqpr;
- double ptilde = ptildepr; // current effective pressure
- STensor3 devPhi(devPhipr); // current effect dev stress
-
- // hardening
- this->hardening(q1);
- fullVector<double> a(3), Da(3); // yield coefficients and derivatives in respect to plastic deformation
- this->getYieldCoefficients(q1,a);
-
- double Hb =0.;
- if (q1->_ipKinematic != NULL)
- Hb = q1->_ipKinematic->getDR(); // kinematic hardening parameter
-
- double Gt= _mu + kk*Hb/2.;
- double Kt = _K + kk*Hb/3.;
- //a.print("a init");
-
- STensor3 devN(0); // dev part of yield normal
- double trN=0;; // trace part of yield normal
- STensor3 N(0.); // yield normal
-
- double f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
-
- double DfDGamma = 0.;
- double dfdDgamma = 0.;
- double u = 1.;
- double v = 1.;
-
- double A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
-
-
- double dDgammaDGamma = 0.;
-
- if (f>0){
- // plasticity
- int ite = 0;
- int maxite = 100; // maximal number of iters
- double Dgamma = 0.; // eqplastic strain
-
- //Msg::Error("plasticity occurs f = %e",f);
-
- while (fabs(f) >_tol or ite <1){
- double eta(0.),Deta(0.);
- if (_viscosity != NULL)
- _viscosity->get(q1->_epspbarre,eta,Deta);
- double etaOverDt = eta/this->getTimeStep();
-
- double dAdGamma = -(72.*Gt*PhiEq*PhiEq/u+ 16.*Kt*_b*_b*_b*ptilde*ptilde/(3.*v))/(2.*A);
- dDgammaDGamma = kk*(A+Gamma*dAdGamma);
-
- this->getYieldCoefficientDerivatives(q1,q1->_nup,Da);
- dfdDgamma = Da(2)*pow(PhiEq,_n) - Da(1)*ptilde -Da(0);
- if (Gamma>0 and etaOverDt>0)
- dfdDgamma -= _p*pow(etaOverDt,_p-1.)*Deta/this->getTimeStep()*pow(Gamma,_p);
-
- DfDGamma = dfdDgamma*dDgammaDGamma - (_n*a(2)*6.*Gt)*pow(PhiEq,_n)/u + a(1)*ptilde*2.*_b*Kt/v;
- if (Gamma>0 and etaOverDt>0)
- DfDGamma -=pow(etaOverDt,_p)*_p*pow(Gamma,_p-1.);
-
- double dGamma = -f/DfDGamma;
-
- if (Gamma + dGamma <=0.){
- Gamma /= 2.;
- }
- else
- Gamma += dGamma;
-
- //Msg::Error("Gamma = %e",Gamma);
-
- u = 1.+6.*Gt*Gamma;
- v = 1.+2.*_b*Kt*Gamma;
- PhiEq = PhiEqpr/u;
- ptilde = ptildepr/v;
- A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
- Dgamma = kk*Gamma*A;
-
- //Msg::Error("it = %d, u=%e, v=%e, Dgamma=%e",ite,u,v,Dgamma);
-
- updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
- hardening(q1);
- getYieldCoefficients(q1,a);
- //a.print("a update");
-
- f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
- double viscoTerm = etaOverDt*Gamma;
- if (Gamma>0 and etaOverDt>0) f-= pow(viscoTerm,_p);
-
- ite++;
- //if (ite> maxite-5)
- //Msg::Error("it = %d, DfDGamma = %e error = %e dGamma = %e, Gamma = %e",ite,DfDGamma,f,dGamma,Gamma);
-
- if (fabs(f) <_tol) break;
-
- if(ite > maxite){
- Msg::Fatal("No convergence for plastic correction in mlawPowerYieldHyper nonAssociatedFlow iter = %d, f = %e!!",ite,f);
- break;
- }
- };
-
- q1->_DgammaDt = Dgamma/this->getTimeStep();
-
- // update effective stress tensor
- devPhi *= (1./u);
- ptilde = ptildepr/v;
-
- // update normal
- devN = devPhi;
- devN *= 3.;
- trN = 2.*_b*ptilde;
- N = devN;
- N(0,0) += trN/3.;
- N(1,1) += trN/3.;
- N(2,2) += trN/3.;
-
- // estimate exp(GammaN)
- STensor3 expGN(0.);
- STensor3 GammaN = N;
- GammaN *= Gamma;
- expSTensor3(GammaN,expGN,&Epr);
-
- // update plastic deformation tensor
- multSTensor3(expGN,Fp0,Fp1);
- // update IP
- updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
-
- // update elastic deformation tensor, corotational stress
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- // backstress
- STensor3 DB(N); // increment
- DB *= (kk*Hb*Gamma);
- q1->_backsig += DB; // update
-
- STensor3 devDB;
- double trDB;
- this->dev(DB,devDB,trDB);
-
- devB += devDB;
- trB += trDB;
-
- // corotationaal Kirchhoff stress
- devK = devPhi;
- devK += devB;
-
- p = ptilde + trB/3.;
- };
-
- // corotational Kirchhoff stress tenor
- STensor3 KS = devK;
- KS(0,0) += p;
- KS(1,1) += p;
- KS(2,2) += p;
-
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
-
- P*= 0.;
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
-
- // update current internal variables
- q1->_kirchhoff = KS;
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
- q1->_DGDt = Gamma/this->getTimeStep();
-
- STensor3 Feinv = Fe.invert();
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_elasticStrainRate(i,j) = 0.;
- q1->_plasticStrainRate(i,j) = 0.;
- for (int k=0; k<3; k++){
- q1->_elasticStrainRate(i,j) += (q1->_Fe(i,k)-q0->_Fe(i,k))*Feinv(k,j)/this->getTimeStep();
- q1->_plasticStrainRate(i,j) += (q1->_Fp(i,k)-q0->_Fp(i,k))*Fpinv(k,j)/this->getTimeStep();
- }
- }
- }
-
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- q1->_strainRate(i,j) = q1->_elasticStrainRate(i,j);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- q1->_strainRate(i,j) += Fe(i,k)*q1->_plasticStrainRate(k,l)*Feinv(l,j);
- }
- }
- }
- }
-
-
-
- if (stiff){
-
- STensor3 invFp0 = Fp0.invert();
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- getDCorStressDCepr(Lpr,DpprDCepr,DdevKprDCepr);
-
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= (0.);
- STensor3 DgamaDCepr(0.);
-
- STensor43& dFpdF = q1->_DFpDF;
- STensor3& dgammadF = q1->_DgammaDF;
- STensor43& dFedF = q1->_DFeDF;
- STensor3& DpDF = q1->_DpcorDF;
- STensor43& DdevKDF = q1->_DdevKcorDF;
-
- dFpdF *= 0.;
- dgammadF*= 0.;
- dFedF *= 0;
- DpDF *= 0.;
- DdevKDF *= 0.;
-
- if (Gamma >0){
- STensor3 dAdCepr(0.), dfDCepr(0.);
- double fact = 1.5*a(2)*_n*pow(PhiEq,_n-2.)/(u*u);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- dAdCepr(i,j) += 4.*_b*_b*ptildepr/(A*3.*v*v)*DpprDCepr(i,j);
- dfDCepr(i,j) -= a(1)/v*DpprDCepr(i,j);
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- dAdCepr(i,j) += 9./(A*u*u)*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
- dfDCepr(i,j) += fact*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
- }
- }
- }
- }
-
- STensor3 DGDCepr(0.);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DGDCepr(i,j) = (-dfDCepr(i,j)-dfdDgamma*kk*Gamma*dAdCepr(i,j))/DfDGamma;
- }
- }
-
- DgamaDCepr *= 0.;
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DgamaDCepr(i,j) = kk*Gamma*dAdCepr(i,j)+ kk*dDgammaDGamma*DGDCepr(i,j);
- }
- }
-
-
- STensor3 DtrNDCepr;
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- DtrNDCepr(i,j) = 2.*_b/v*DpprDCepr(i,j) - 2.*_b*ptildepr*(2.*_b*Kt)/(v*v)*DGDCepr(i,j);
-
-
- STensor43 DdevNDCepr(DdevKprDCepr);
- DdevNDCepr *= (3./u);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- DdevNDCepr(i,j,k,l) -= 18.*Gt/(u*u)*devPhipr(i,j)*DGDCepr(k,l);
- }
-
-
- STensor43 temp1(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- temp1(i,j,k,l) = N(i,j)*DGDCepr(k,l)+ Gamma*DdevNDCepr(i,j,k,l)+ Gamma/3.*_I(i,j)*DtrNDCepr(k,l);
-
- STensor43 EprFp0(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- EprFp0(i,j,k,l) += Epr(i,s,k,l)*Fp0(s,j);
- }
- }
-
- STensor43 dFpDCepr(0.);
- multSTensor43(EprFp0,temp1,dFpDCepr);
- // compute dFpDC
- STensor43 dFpdC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdC(i,j,k,l) += dFpDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
- // compute dFpDF
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdF(i,j,k,l) += dFpdC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor3 DpDCepr(DpprDCepr);
- STensor43 DdevKDCepr(DdevKprDCepr);
- for (int i=0; i<3; i++){
- for (int j=0; j<3; j++){
- DpDCepr(i,j) -= _K*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
- for (int k=0; k<3; k++){
- for (int l=0; l<3; l++){
- DdevKDCepr(i,j,k,l) -= 2.*_mu*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
- }
- }
- }
- }
-
-
- STensor3 DpDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDC(k,l) += DpDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDF(k,l) += DpDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DdevKDC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDC(i,j,k,l) += DdevKDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDF(i,j,k,l) += DdevKDC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DKcorDF(m,n,p,q) = _I(m,n)*DpDF(p,q)+ DdevKDF(m,n,p,q);
-
- }
- else{
- dFpdF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,DpDF,DdevKDF,DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
- }
-
-
- STensor3 DgamaDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DgamaDC(k,l) += DgamaDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dgammadF(k,l) += DgamaDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DinvFpDF(0.); //
- for (int i=0; i<3; i++)
- for (int s=0; s<3; s++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- DinvFpDF(i,s,k,l) -= Fpinv(i,m)*dFpdF(m,j,k,l)*Fpinv(j,s);
-
- for (int m=0; m<3; m++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
- for (int s=0; s<3; s++)
- dFedF(m,j,k,l) += F(m,s)*DinvFpDF(s,j,k,l);
- }
-
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
-
-
- STensor43 dSdF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
- }
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++){
- Tangent(i,j,k,l) = 0.;
- for (int m=0; m<3; m++){
- for (int n=0; n<3; n++){
- Tangent(i,j,k,l) += dFedF(i,m,k,l)*S(m,n)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*dSdF(m,n,k,l)*Fpinv(j,n);
- Tangent(i,j,k,l) += Fe(i,m)*S(m,n)*DinvFpDF(j,n,k,l);
- }
- }
- }
-
- };
-};
-
-void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- /* compute elastic predictor */
- STensor3& Fp1 = q1->_Fp;
- const STensor3& Fp0 = q1->_Fp;
-
- Fp1 = Fp0; // plastic deformation tensor
- q1->_epspbarre = q0->_epspbarre; // plastic equivalent strain
- q1->_epspCompression = q0->_epspCompression;
- q1->_epspTraction = q0->_epspTraction;
- q1->_epspShear = q0->_epspShear;
- q1->_DgammaDt = 0.;
- q1->_DGDt = 0.;
-
- STensor3& Fe = q1->_Fe;
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
- STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
- Ee *= 0.5;
-
- STensor43 Epr; // estimation of dexpA/dA
-
- STensor3 devKpr; // dev corotational kirchoff stress predictor
- double ppr; // pressure predictor
- this->corStress(Ee,devKpr,ppr);
- double keq2pr = 1.5*devKpr.dotprod();
- double keqpr = sqrt(keq2pr);
-
- STensor3 devK = devKpr; // dev corotational kirchoff stress
- double p = ppr; // pressure
-
-
- q1->_nup = (9.-2.*_b)/(18.+2.*_b);
- double kk = 1./sqrt(1.+2.*q1->_nup*q1->_nup);
-
- double Gamma = 0.; // q1->_Gamma; // flow rule parameter
- double sigVM = keqpr;
-
- // hardening
- this->hardening(q1);
- fullVector<double> a(3), Da(3); // yield coefficients and derivatives in respect to plastic deformation
- this->getYieldCoefficients(q1,a);
- //a.print("a init");
-
- STensor3 devN(0); // dev part of yield normal
- double trN=0;; // trace part of yield normal
- STensor3 N(0.); // yield normal
-
- double f = a(2)*pow(sigVM,_n) - (a(1)*p+a(0));
-
- double DfDGamma = 0.;
- double dfdDgamma = 0.;
- double u = 1.;
- double v = 1.;
-
- double A = sqrt(6.*sigVM*sigVM+4.*_b*_b/3.*p*p);
- double dDgammaDGamma = 0.;
+ double dDgammaDGamma = 0.;
+ double Dgamma = 0.; // eqplastic strain
if (f>0){
// plasticity
int ite = 0;
int maxite = 100; // maximal number of iters
- double Dgamma = 0.; // eqplastic strain
+
//Msg::Error("plasticity occurs f = %e",f);
+ //double f0 = fabs(f);
+
while (fabs(f) >_tol or ite <1){
- double eta(0.),Deta(0.);
+ double eta(0.),Deta(0.);
if (_viscosity != NULL)
_viscosity->get(q1->_epspbarre,eta,Deta);
double etaOverDt = eta/this->getTimeStep();
-
- double dAdGamma = -(72.*_mu*sigVM*sigVM/u+ 16.*_K*_b*_b*_b*p*p/(3.*v))/(2.*A);
+ double dAdGamma = -(72.*Gt*PhiEq*PhiEq/u+ 16.*Kt*_b*_b*_b*ptilde*ptilde/(3.*v))/(2.*A);
dDgammaDGamma = kk*(A+Gamma*dAdGamma);
this->getYieldCoefficientDerivatives(q1,q1->_nup,Da);
- dfdDgamma = Da(2)*pow(sigVM,_n) - Da(1)*p -Da(0);
+ dfdDgamma = Da(2)*pow(PhiEq,_n) - Da(1)*ptilde -Da(0);
if (Gamma>0 and etaOverDt>0)
dfdDgamma -= _p*pow(etaOverDt,_p-1.)*Deta/this->getTimeStep()*pow(Gamma,_p);
- DfDGamma = dfdDgamma*dDgammaDGamma - (_n*a(2)*6.*_mu)*pow(sigVM,_n)/u + a(1)*p*2.*_b*_K/v;
+ DfDGamma = dfdDgamma*dDgammaDGamma - (_n*a(2)*6.*Gt)*pow(PhiEq,_n)/u + a(1)*ptilde*2.*_b*Kt/v;
if (Gamma>0 and etaOverDt>0)
DfDGamma -=pow(etaOverDt,_p)*_p*pow(Gamma,_p-1.);
-
double dGamma = -f/DfDGamma;
if (Gamma + dGamma <=0.){
@@ -4641,11 +750,11 @@ void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow(const STensor3& F
//Msg::Error("Gamma = %e",Gamma);
- u = 1.+6.*_mu*Gamma;
- v = 1.+2.*_b*_K*Gamma;
- sigVM = keqpr/u;
- p = ppr/v;
- A = sqrt(6.*sigVM*sigVM+4.*_b*_b/3.*p*p);
+ u = 1.+6.*Gt*Gamma;
+ v = 1.+2.*_b*Kt*Gamma;
+ PhiEq = PhiEqpr/u;
+ ptilde = ptildepr/v;
+ A = sqrt(6.*PhiEq*PhiEq+4.*_b*_b/3.*ptilde*ptilde);
Dgamma = kk*Gamma*A;
//Msg::Error("it = %d, u=%e, v=%e, Dgamma=%e",ite,u,v,Dgamma);
@@ -4655,69 +764,82 @@ void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow(const STensor3& F
getYieldCoefficients(q1,a);
//a.print("a update");
- f = a(2)*pow(sigVM,_n) - (a(1)*p+a(0));
+ f = a(2)*pow(PhiEq,_n) - (a(1)*ptilde+a(0));
double viscoTerm = etaOverDt*Gamma;
if (Gamma>0 and etaOverDt>0) f-= pow(viscoTerm,_p);
ite++;
//if (ite> maxite-5)
- // Msg::Error("it = %d, DfDGamma = %e error = %e dGamma = %e, Gamma = %e",ite,DfDGamma,f,dGamma,Gamma);
+ //Msg::Error("it = %d, DfDGamma = %e error = %e dGamma = %e, Gamma = %e",ite,DfDGamma,f,dGamma,Gamma);
if (fabs(f) <_tol) break;
if(ite > maxite){
- Msg::Fatal("No convergence for plastic correction in mlawPowerYieldHyper nonAssociatedFlow iter = %d, f = %e!!",ite,f);
+ Msg::Fatal("No convergence for plastic correction in mlawPowerYieldHyper nonAssociatedFlow Maxwell iter = %d, f = %e!!",ite,f);
break;
}
};
q1->_DgammaDt = Dgamma/this->getTimeStep();
- devK *= (1./u);
- p = ppr/v;
+ // update effective stress tensor
+ devPhi *= (1./u);
+ ptilde = ptildepr/v;
- devN = devK;
+ // update normal
+ devN = devPhi;
devN *= 3.;
- trN = 2.*_b*p;
+ trN = 2.*_b*ptilde;
N = devN;
N(0,0) += trN/3.;
N(1,1) += trN/3.;
N(2,2) += trN/3.;
// estimate exp(GammaN)
- STensor3 expGN(0.);
- STensor3 GammaN = N;
+ static STensor3 expGN;
+ static STensor3 GammaN;
+ GammaN = N;
GammaN *= Gamma;
- expSTensor3(GammaN,expGN,&Epr);
+ STensorOperation::expSTensor3(GammaN,_order,expGN,&dexpAdA);
// update plastic deformation tensor
- multSTensor3(expGN,Fp0,Fp1);
+ STensorOperation::multSTensor3(expGN,Fp0,Fp1);
// update IP
updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
// update elastic deformation tensor, corotational stress
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
+ STensorOperation::inverseSTensor3(Fp1,Fpinv);
+ STensorOperation::multSTensor3(F,Fpinv,Fe);
+ STensorOperation::multSTensor3FirstTranspose(Fe,Fe,Ce);
+ STensorOperation::logSTensor3(Ce,_order,Ee,&DlnDCe,&DDlnDDCe);
Ee *= 0.5;
- };
+ // update A, B
+ updateViscoElasticFlow(q0,q1,Ke,Ge);
- // corotational Kirchhoff stress tenor
- STensor3& KS = q1->_kirchhoff;
- KS= devK;
- KS(0,0) += p;
- KS(1,1) += p;
- KS(2,2) += p;
+ // backstress
+ static STensor3 DB; // increment
+ DB = (N); // increment
+ DB *= (kk*Hb*Gamma);
+ q1->_backsig += DB; // update
- // first Piola Kirchhoff stress
- STensor3 S(0.);
- for(int i=0; i<3; i++)
- for(int j=0; j<3; j++)
- for(int k=0; k<3; k++)
- for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
+ // corotationaal Kirchhoff stress
+ q1->_kirchhoff = devPhi;
+ q1->_kirchhoff += q1->_backsig;
+
+ q1->_kirchhoff(0,0) += (ptilde);
+ q1->_kirchhoff(1,1) += (ptilde);
+ q1->_kirchhoff(2,2) += (ptilde);
+ }
+ else{
+ N *= 0.;
+ }
+
+ const STensor3& KS = q1->_kirchhoff;
+ // second Piola Kirchhoff stress
+ static STensor3 S;
+ STensorOperation::multSTensor3STensor43(KS,DlnDCe,S);
+
P*= 0.;
for(int i=0; i<3; i++)
for(int j=0; j<3; j++)
@@ -4725,232 +847,207 @@ void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow(const STensor3& F
for(int l=0; l<3; l++)
P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
- q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
- q1->_DGDt = Gamma/this->getTimeStep();
+ // defo energy
+ q1->_elasticEnergy=deformationEnergy(Ce);
+
+ // dissipation
+ double& irrEnerg = q1->getRefToIrreversibleEnergy();
+ irrEnerg = q0->irreversibleEnergy();
+ if (Gamma > 0){
+ double dotKSN = dot(KS,N);
+ irrEnerg += Gamma*dotKSN;
+ }
+
if (stiff){
-
- STensor3 invFp0 = Fp0.invert();
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- getDCorStressDCepr(Lpr,DpprDCepr,DdevKprDCepr);
- STensor3 DgamaDCepr(0.);
-
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= (0.);
-
- STensor43& dFpdF = q1->_DFpDF;
- STensor3& dgammadF = q1->_DgammaDF;
- STensor43& dFedF = q1->_DFeDF;
- STensor3& DpDF = q1->_DpcorDF;
- STensor43& DdevKDF = q1->_DdevKcorDF;
-
- dFpdF *= 0.;
- dgammadF*= 0.;
- dFedF *= 0;
- DpDF *= 0.;
- DdevKDF *= 0.;
-
+ static STensor3 DpprDCepr;
+ static STensor43 DdevKprDCepr;
+ STensorOperation::multSTensor3STensor43(_I,DlnDCepr,DpprDCepr);
+ DpprDCepr*= (0.5*Ke);
+ STensorOperation::multSTensor43(_Idev,DlnDCepr,DdevKprDCepr);
+ DdevKprDCepr*= Ge;
+
+ static STensor3 DpDCepr;
+ static STensor43 DdevKDCepr;
+ DpDCepr = DpprDCepr;
+ DdevKDCepr = DdevKprDCepr;
+
+ static STensor43 dFpDCepr;
+ static STensor3 DgamaDCepr;
+ static STensor3 DtrNDCepr;
+ static STensor43 DdevNDCepr;
+ static STensor3 DGDCepr;
+
if (Gamma >0){
- STensor3 dAdCepr(0.), dfDCepr(0.);
- double fact = 1.5*a(2)*_n*pow(sigVM,_n-2.)/(u*u);
+ // plastic
+ static STensor3 dAdCepr, dfDCepr;
+
+ double fact = 1.5*a(2)*_n*pow(PhiEq,_n-2.)/(u*u);
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
- dAdCepr(i,j) += 4.*_b*_b*ppr/(A*3.*v*v)*DpprDCepr(i,j);
- dfDCepr(i,j) -= a(1)/v*DpprDCepr(i,j);
+ dAdCepr(i,j) = (4.*_b*_b*ptildepr/(A*3.*v*v))*DpprDCepr(i,j);
+ dfDCepr(i,j) = -(a(1)/v)*DpprDCepr(i,j);
for (int k=0; k<3; k++){
for (int l=0; l<3; l++){
- dAdCepr(i,j) += 9./(A*u*u)*devKpr(k,l)*DdevKprDCepr(k,l,i,j);
- dfDCepr(i,j) += fact*devKpr(k,l)*DdevKprDCepr(k,l,i,j);
+ dAdCepr(i,j) += (9./(A*u*u))*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
+ dfDCepr(i,j) += fact*devPhipr(k,l)*DdevKprDCepr(k,l,i,j);
}
}
}
}
- STensor3 DGDCepr(0.);
+
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
- DGDCepr(i,j) = (-dfDCepr(i,j)-dfdDgamma*Gamma*dAdCepr(i,j))/DfDGamma;
+ DGDCepr(i,j) = (-dfDCepr(i,j)-dfdDgamma*kk*Gamma*dAdCepr(i,j))/DfDGamma;
}
}
- DgamaDCepr *= 0.;
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
- DgamaDCepr(i,j) = Gamma*dAdCepr(i,j)+ dDgammaDGamma*DGDCepr(i,j);
+ DgamaDCepr(i,j) = kk*Gamma*dAdCepr(i,j)+ kk*dDgammaDGamma*DGDCepr(i,j);
}
}
-
- STensor3 DtrNDCepr;
+
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
- DtrNDCepr(i,j) = 2.*_b/v*DpprDCepr(i,j) - 2.*_b*ppr*(2.*_b*_K)/(v*v)*DGDCepr(i,j);
-
+ DtrNDCepr(i,j) = 2.*_b/v*DpprDCepr(i,j) - 2.*_b*ptildepr*(2.*_b*Kt)/(v*v)*DGDCepr(i,j);
- STensor43 DdevNDCepr(DdevKprDCepr);
+ DdevNDCepr = (DdevKprDCepr);
DdevNDCepr *= (3./u);
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
for (int l=0; l<3; l++){
- DdevNDCepr(i,j,k,l) -= 18.*_mu/(u*u)*devKpr(i,j)*DGDCepr(k,l);
+ DdevNDCepr(i,j,k,l) -= 18.*Gt/(u*u)*devPhipr(i,j)*DGDCepr(k,l);
}
- STensor43 temp1(0.);
+ static STensor43 temp1;
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
for (int l=0; l<3; l++)
temp1(i,j,k,l) = N(i,j)*DGDCepr(k,l)+ Gamma*DdevNDCepr(i,j,k,l)+ Gamma/3.*_I(i,j)*DtrNDCepr(k,l);
- STensor43 EprFp0(0.);
+ static STensor43 EprFp0;
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
for (int l=0; l<3; l++){
+ EprFp0(i,j,k,l) = 0.;
for (int s=0; s<3; s++){
- EprFp0(i,j,k,l) += Epr(i,s,k,l)*Fp0(s,j);
+ EprFp0(i,j,k,l) += dexpAdA(i,s,k,l)*Fp0(s,j);
}
}
- STensor43 dFpDCepr(0.);
- multSTensor43(EprFp0,temp1,dFpDCepr);
- // compute dFpDC
- STensor43 dFpdC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdC(i,j,k,l) += dFpDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
- // compute dFpDF
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdF(i,j,k,l) += dFpdC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor3 DpDCepr(DpprDCepr);
- STensor43 DdevKDCepr(DdevKprDCepr);
+ STensorOperation::multSTensor43(EprFp0,temp1,dFpDCepr);
+ // update
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
- DpDCepr(i,j) -= _K*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
+ DpDCepr(i,j) -= Ke*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
for (int k=0; k<3; k++){
for (int l=0; l<3; l++){
- DdevKDCepr(i,j,k,l) -= 2.*_mu*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
+ DdevKDCepr(i,j,k,l) -= 2.*Ge*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
}
}
}
}
-
-
- STensor3 DpDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDC(k,l) += DpDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDF(k,l) += DpDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DdevKDC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDC(i,j,k,l) += DdevKDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDF(i,j,k,l) += DdevKDC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DKcorDF(m,n,p,q) = _I(m,n)*DpDF(p,q)+ DdevKDF(m,n,p,q);
-
}
else{
+ // elastic
+ DgamaDCepr *= 0.;
+ dFpDCepr *= 0.;
+ DtrNDCepr *= 0.;
+ DdevNDCepr *= 0.;
+ DGDCepr *= 0.;
+ }
+
+ static STensor43 dKcorDcepr;
+ dKcorDcepr = DdevKDCepr;
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ dKcorDcepr(i,j,k,l) += _I(i,j)*DpDCepr(k,l);
+ }
+ }
+ }
+ }
+
+ static STensor43 CeprToF;
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ CeprToF(i,j,k,l) = 2.*Fepr(k,i)*invFp0(j,l);
+ }
+ }
+ }
+ }
+
+ STensor3& DgammaDF = q1->_DgammaDF;
+ static STensor43 DKcorDF;
+
+ STensorOperation::multSTensor43(dKcorDcepr,CeprToF,DKcorDF);
+ if (Gamma > 0){
+ STensorOperation::multSTensor3STensor43(DgamaDCepr,CeprToF,DgammaDF);
+ STensorOperation::multSTensor43(dFpDCepr,CeprToF,dFpdF);
+ }
+ else{
+ DgammaDF *= 0.;
dFpdF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,DpDF,DdevKDF,DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
}
-
-
- STensor3 DgamaDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DgamaDC(k,l) += DgamaDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dgammadF(k,l) += DgamaDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DinvFpDF(0.); //
+
+ static STensor43 DinvFpDF; //
for (int i=0; i<3; i++)
for (int s=0; s<3; s++)
for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
+ for (int l=0; l<3; l++){
+ DinvFpDF(i,s,k,l) = 0.;
for (int m=0; m<3; m++)
for (int j=0; j<3; j++)
DinvFpDF(i,s,k,l) -= Fpinv(i,m)*dFpdF(m,j,k,l)*Fpinv(j,s);
+
+ }
for (int m=0; m<3; m++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
+ dFedF(m,j,k,l) = _I(m,k)*Fpinv(l,j);
for (int s=0; s<3; s++)
dFedF(m,j,k,l) += F(m,s)*DinvFpDF(s,j,k,l);
}
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
+ static STensor63 DlnDF;
+ if (_order != 1){
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ for (int p=0; p<3; p++){
+ for (int q=0; q<3; q++){
+ DlnDF(i,j,k,l,p,q) = 0.;
+ for (int r=0; r<3; r++){
+ for (int s=0; s<3; s++){
+ for (int a=0; a<3; a++){
+ DlnDF(i,j,k,l,p,q) += DDlnDDCe(i,j,k,l,r,s)*2.*Fe(a,r)*dFedF(a,s,p,q);
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+
+ }
+ else{
+ DlnDF *= 0.;
+ }
STensor43 dSdF(0.);
@@ -4960,8 +1057,8 @@ void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow(const STensor3& F
for (int l=0; l<3; l++)
for (int m=0; m<3; m++)
for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
+ dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*DlnDCe(m,n,i,j);
+ dSdF(i,j,k,l) += KS(m,n)*DlnDF(m,n,i,j,k,l);
}
for (int i=0; i<3; i++)
@@ -4977,14 +1074,35 @@ void mlawPowerYieldHyper::predictorCorrector_nonAssociatedFlow(const STensor3& F
}
}
}
-
+
+
+ // irreversible energy
+ STensor3& DirrEnergDF = q1->_DirreversibleEnergyDF;
+ if (Dgamma > 0){
+ static STensor3 DirrEnergDCepr;
+ double dotKSN = dot(KS,N);
+ DirrEnergDCepr = DGDCepr;
+ DirrEnergDCepr *= dotKSN;
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ DirrEnergDCepr(i,j) += (Gamma*dKcorDcepr(k,l,i,j)*N(k,l)+ Gamma*KS(k,l)*(DdevNDCepr(k,l,i,j)+_I(k,l)*DtrNDCepr(i,j)/3.));
+ }
+ }
+ }
+ }
+ STensorOperation::multSTensor3STensor43(DirrEnergDCepr,CeprToF,DirrEnergDF);
+ }
+ else{
+ DirrEnergDF *= 0.;
+ }
};
-
};
-void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
+void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, const IPHyperViscoElastoPlastic *q0, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent, STensor43& dFedF, STensor43& dFpdF) const{
/* compute elastic predictor */
STensor3& Fp1 = q1->_Fp;
const STensor3& Fp0 = q0->_Fp;
@@ -4994,40 +1112,51 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
q1->_epspCompression = q0->_epspCompression;
q1->_epspTraction = q0->_epspTraction;
q1->_epspShear = q0->_epspShear;
-
+ q1->_backsig = q0->_backsig; // backstress tensor
+ q1->_DgammaDt = 0.; // plastic rate --> failure
+
+ static STensor3 Fpinv, Ce, Fepr;
+ STensorOperation::inverseSTensor3(Fp1,Fpinv);
+ STensorOperation::multSTensor3(F,Fpinv,Fepr);
+ STensorOperation::multSTensor3FirstTranspose(Fepr,Fepr,Ce);
+
+ static STensor3 invFp0; // plastic predictor
+ invFp0= Fpinv;
STensor3& Fe = q1->_Fe;
-
- STensor3 Fpinv, Ce;
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
-
+ Fe = Fepr;
+
+ static STensor43 DlnDCepr, DlnDCe;
+ static STensor63 DDlnDDCe;
+ static STensor43 dexpAdA; // estimation of dexpA/dA
+
STensor3& Ee = q1->_Ee;
- STensor43 Lpr;
- STensor63 dLpr;
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
+ STensorOperation::logSTensor3(Ce,_order,Ee,&DlnDCepr,&DDlnDDCe);
Ee *= 0.5;
-
- STensor43 Epr; // estimation of dexpA/dA
-
- STensor3 devKpr; // dev corotational kirchoff stress predictor
- double ppr; // pressure predictor
- this->corStress(Ee,devKpr,ppr);
+ DlnDCe = DlnDCepr;
+
+ // update A, B
+ double Ge, Ke;
+ viscoElasticPredictor(Ee,q0->_Ee,q0,q1,Ke,Ge);
+
+ static STensor3 devKpr; // dev corotational kirchoff stress predictor
+ static double ppr; // pressure predictor
+
+ STensorOperation::decomposeDevTr(q1->_kirchhoff,devKpr,ppr);
+ ppr /= 3.;
double keqpr = sqrt(1.5*devKpr.dotprod());
- STensor3 devK = devKpr; // dev corotational kirchoff stress
+ static STensor3 devK;
+ devK= devKpr; // dev corotational kirchoff stress
double p = ppr; // pressure
-
// hardening
this->hardening(q1);
fullVector<double> a(3), Da(3); // yield coefficients and derivatives in respect to plastic deformation
this->getYieldCoefficients(q1,a);
-
- STensor3 devN(0); // dev part of yield normal
- double trN=0;; // trace part of yield normal
- STensor3 N(0.); // yield normal
+ static STensor3 devN; // dev part of yield normal
+ static double trN;; // trace part of yield normal
+ static STensor3 N; // yield normal
double sigVM = keqpr;
@@ -5038,13 +1167,13 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
double z = a(1)/a(2)*pow(sigVM,1.-_n);
double A = sqrt(1.5+1.*z*z/(3.*_n*_n));
- fullMatrix<double> invJ(2,2); // inversed jacobian
+ static fullMatrix<double> invJ(2,2); // inversed jacobian
invJ.setAll(0.);
double dAdz =0.;
double dzdDgamma = 0.;
double dzdsigVM = 0.;
- double dg0dsigVM = -1./(3.*_mu);
+ double dg0dsigVM = -1./(3.*Ge);
double f = a(2)*pow(sigVM,_n) - (a(1)*ppr+a(0));
if (f>0){
@@ -5060,7 +1189,7 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
fullVector<double> R(2); // residual of eqs to estimate Dgamma, Dpression and Gamma
R(0) = Dgamma - g0*A;
- R(1) = a(2)*pow(sigVM,_n) - a(1)*(ppr+_K*z*g0/_n) - a(0);
+ R(1) = a(2)*pow(sigVM,_n) - a(1)*(ppr+Ke*z*g0/_n) - a(0);
double res = R.norm();
@@ -5080,8 +1209,8 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
J(0,0) = 1. - g0*dAdz*dzdDgamma;
J(0,1) = -dg0dsigVM*A-g0*dAdz*dzdsigVM;
- J(1,0) = Da(2)*pow(sigVM,_n) - Da(1)*(ppr+_K*z*g0/_n) - Da(0) - a(1)*_K*dzdDgamma*g0/_n;
- J(1,1) = a(2)*_n*pow(sigVM,_n-1) - a(1)*_K/_n*(dzdsigVM*g0+z*dg0dsigVM);
+ J(1,0) = Da(2)*pow(sigVM,_n) - Da(1)*(ppr+Ke*z*g0/_n) - Da(0) - a(1)*Ke*dzdDgamma*g0/_n;
+ J(1,1) = a(2)*_n*pow(sigVM,_n-1) - a(1)*Ke/_n*(dzdsigVM*g0+z*dg0dsigVM);
@@ -5117,12 +1246,12 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
this->hardening(q1);
this->getYieldCoefficients(q1,a);
- g0 = (keqpr- sigVM)/(3.*_mu);
+ g0 = (keqpr- sigVM)/(3.*Ge);
z = a(1)/a(2)*pow(sigVM,1.-_n);
A = kk*sqrt(1.5+1.*z*z/(3.*_n*_n));
R(0) = Dgamma - g0*A;
- R(1) = a(2)*pow(sigVM,_n) - a(1)*(ppr+_K*z*g0/_n) - a(0);
+ R(1) = a(2)*pow(sigVM,_n) - a(1)*(ppr+Ke*z*g0/_n) - a(0);
res = R.norm();
@@ -5139,10 +1268,10 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
Gamma = z*g0/(_n*a(1));
// update
- p += _K*Gamma*a(1);
+ p += Ke*Gamma*a(1);
double ff =a(2)*_n*pow(sigVM,_n-2.);
- devK*= 1./(1.+3.*_mu*Gamma*ff);
+ devK*= 1./(1.+3.*Ge*Gamma*ff);
// estimate yield normal
devN = devK;
@@ -5155,22 +1284,25 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
N(2,2) += trN/3.;
// estimate exp(GammaN)
- STensor3 expGN(0.);
- STensor3 GammaN = N;
+ static STensor3 expGN;
+ static STensor3 GammaN;
+ GammaN = N;
GammaN *= Gamma;
- expSTensor3(GammaN,expGN,&Epr);
+ STensorOperation::expSTensor3(GammaN,_order,expGN,&dexpAdA);
// update plastic deformation tensor
- multSTensor3(expGN,Fp0,Fp1);
+ STensorOperation::multSTensor3(expGN,Fp0,Fp1);
// update IP
updateEqPlasticDeformation(q1,q0,q1->_nup,Dgamma);
// update elastic deformation tensor, corotational stress
- inverseSTensor3(Fp1,Fpinv);
- multSTensor3(F,Fpinv,Fe);
- multSTensor3FirstTranspose(Fe,Fe,Ce);
- logSTensor3(Ce,Ee,&Lpr,&dLpr);
+ STensorOperation::inverseSTensor3(Fp1,Fpinv);
+ STensorOperation::multSTensor3(F,Fpinv,Fe);
+ STensorOperation::multSTensor3FirstTranspose(Fe,Fe,Ce);
+ STensorOperation::logSTensor3(Ce,_order,Ee,&DlnDCe,&DDlnDDCe);
Ee *= 0.5;
+
+ updateViscoElasticFlow(q0,q1,Ke,Ge);
}
@@ -5188,7 +1320,7 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
for(int j=0; j<3; j++)
for(int k=0; k<3; k++)
for(int l=0; l<3; l++)
- S(i,j)+= KS(k,l)*Lpr(k,l,i,j);
+ S(i,j)+= KS(k,l)*DlnDCe(k,l,i,j);
P*= 0.;
for(int i=0; i<3; i++)
@@ -5197,62 +1329,65 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
for(int l=0; l<3; l++)
P(i,j) += Fe(i,k)*S(k,l)*Fpinv(j,l);
+ // defo energy
q1->_elasticEnergy=deformationEnergy(Ce);
- q1->_J = determinantSTensor3(F);
- q1->_Je = determinantSTensor3(Fe);
- q1->_Jp = determinantSTensor3(Fp1);
+
+ // dissipation
+ double& irrEnerg = q1->getRefToIrreversibleEnergy();
+ irrEnerg = q0->irreversibleEnergy();
+ if (Dgamma > 0){
+ double dotKSN = dot(KS,N);
+ irrEnerg += Gamma*dotKSN;
+ }
if (stiff){
- STensor3 DpprDCepr;
- STensor43 DdevKprDCepr;
-
- getDCorStressDCepr(Lpr,DpprDCepr,DdevKprDCepr);
-
- STensor3 invFp0 = Fp0.invert();
- STensor43& DKcorDF = q1->_DKcorDF;
- DKcorDF *= (0.);
-
- STensor3 DgamaDCepr(0.), DsigVMDCepr(0.) ;
- STensor3 DGDCepr(0.);
-
- STensor43& dFpdF = q1->_DFpDF;
- STensor3& dgammadF = q1->_DgammaDF;
- STensor43& dFedF = q1->_DFeDF;
- STensor3& DpDF = q1->_DpcorDF;
- STensor43& DdevKDF = q1->_DdevKcorDF;
-
- dFpdF *= 0.;
- dgammadF*= 0.;
- dFedF *= 0;
- DpDF *= 0.;
- DdevKDF *= 0.;
-
- if (Dgamma > 0.){
- STensor3 dg0dCepr(0.);
+ static STensor3 DpprDCepr;
+ static STensor43 DdevKprDCepr;
+ STensorOperation::multSTensor3STensor43(_I,DlnDCepr,DpprDCepr);
+ DpprDCepr*= (0.5*Ke);
+ STensorOperation::multSTensor43(_Idev,DlnDCepr,DdevKprDCepr);
+ DdevKprDCepr*= Ge;
+
+ static STensor3 DpDCepr;
+ static STensor43 DdevKDCepr;
+ DpDCepr = DpprDCepr;
+ DdevKDCepr = DdevKprDCepr;
+
+ static STensor43 dFpDCepr;
+ static STensor3 DgamaDCepr;
+ static STensor3 DGDCepr;
+ static STensor3 DtrNDCepr;
+ static STensor43 DdevNDCepr;
+ if (Dgamma > 0.){
+ static STensor3 dg0dCepr;
for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
+ for (int j=0; j<3; j++){
+ dg0dCepr(i,j) = 0.;
for (int k=0; k<3; k++)
for (int l=0; l<3; l++)
- dg0dCepr(i,j) += devKpr(k,l)*DdevKprDCepr(k,l,i,j)/(2.*_mu*keqpr);
+ dg0dCepr(i,j) += devKpr(k,l)*DdevKprDCepr(k,l,i,j)/(2.*Ge*keqpr);
+
+ }
- STensor3 DPhigammaDCepr(dg0dCepr);
+ static STensor3 DPhigammaDCepr;
+ DPhigammaDCepr = dg0dCepr;
DPhigammaDCepr *= -A;
- STensor3 DPhiSigVMDCepr(dg0dCepr);
- DPhiSigVMDCepr *= _K*z/_n;
+ static STensor3 DPhiSigVMDCepr;
+ DPhiSigVMDCepr = (dg0dCepr);
+ DPhiSigVMDCepr *= Ke*z/_n;
DPhiSigVMDCepr += DpprDCepr;
DPhiSigVMDCepr *= -a(1);
-
-
+ static STensor3 DsigVMDCepr;
for (int i=0; i<3; i++)
for (int j=0; j<3; j++){
DgamaDCepr(i,j) = -invJ(0,0)*DPhigammaDCepr(i,j) - invJ(0,1)*DPhiSigVMDCepr(i,j);
DsigVMDCepr(i,j) = -invJ(1,0)*DPhigammaDCepr(i,j) - invJ(1,1)*DPhiSigVMDCepr(i,j);
}
-
+
for (int i=0; i<3; i++)
for (int j=0; j<3; j++){
DGDCepr(i,j) = (g0/(_n*a(1)))*(dzdDgamma*DgamaDCepr(i,j)+dzdsigVM*DsigVMDCepr(i,j)) +
@@ -5260,18 +1395,21 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
}
- STensor3 DtrNDCepr(DgamaDCepr);
+
+ DtrNDCepr = (DgamaDCepr);
DtrNDCepr *= -Da(1);
- STensor43 DdevNDCepr(DdevKprDCepr);
+
+ DdevNDCepr = (DdevKprDCepr);
double B = a(2)*pow(sigVM,_n-2.);
- double u = 1.+3.*_mu*Gamma*_n*B;
+ double u = 1.+3.*Ge*Gamma*_n*B;
double u2 = u*u;
- STensor3 DdevNDB(devKpr);
+ static STensor3 DdevNDB;
+ DdevNDB = (devKpr);
DdevNDB *= (1.5*_n/u2);
- STensor3 DdevNDGamma(devKpr);
- DdevNDGamma *= (-1.5*_n*B*3.*_mu*_n*B/u2);
-
+ static STensor3 DdevNDGamma;
+ DdevNDGamma = (devKpr);
+ DdevNDGamma *= (-1.5*_n*B*3.*Ge*_n*B/u2);
DdevNDCepr *= (1.5*_n*B/u);
for (int i=0; i<3; i++)
@@ -5286,165 +1424,141 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
// compute dFpdF
- STensor43 temp1(0.);
+ static STensor43 temp1;
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
for (int l=0; l<3; l++)
temp1(i,j,k,l) = N(i,j)*DGDCepr(k,l)+ Gamma*DdevNDCepr(i,j,k,l)+ Gamma/3.*_I(i,j)*DtrNDCepr(k,l);
- STensor43 EprFp0(0.);
+ static STensor43 EprFp0;
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
for (int l=0; l<3; l++){
- for (int s=0; s<3; s++){
- EprFp0(i,j,k,l) += Epr(i,s,k,l)*Fp0(s,j);
- }
+ EprFp0(i,j,k,l) = 0.;
+ for (int s=0; s<3; s++){
+ EprFp0(i,j,k,l) += dexpAdA(i,s,k,l)*Fp0(s,j);
}
+ }
- STensor43 dFpDCepr(0.);
- multSTensor43(EprFp0,temp1,dFpDCepr);
- // compute dFpDC
- STensor43 dFpdC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdC(i,j,k,l) += dFpDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
- // compute dFpDF
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dFpdF(i,j,k,l) += dFpdC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
+ STensorOperation::multSTensor43(EprFp0,temp1,dFpDCepr);
- STensor3 DpDCepr(DpprDCepr);
- STensor43 DdevKDCepr(DdevKprDCepr);
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
- DpDCepr(i,j) -= _K*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
+ DpDCepr(i,j) -= Ke*(DGDCepr(i,j)*trN+Gamma*DtrNDCepr(i,j));
for (int k=0; k<3; k++){
for (int l=0; l<3; l++){
- DdevKDCepr(i,j,k,l) -= 2.*_mu*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
+ DdevKDCepr(i,j,k,l) -= 2.*Ge*(DGDCepr(k,l)*devN(i,j)+Gamma*DdevNDCepr(i,j,k,l));
}
}
}
}
-
- STensor3 DpDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDC(k,l) += DpDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DpDF(k,l) += DpDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DdevKDC(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDC(i,j,k,l) += DdevKDCepr(i,j,p,q)*invFp0(k,p)*invFp0(l,q);
-
-
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DdevKDF(i,j,k,l) += DdevKDC(i,j,p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
- for (int m=0; m<3; m++)
- for (int n=0; n<3; n++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DKcorDF(m,n,p,q) = _I(m,n)*DpDF(p,q)+ DdevKDF(m,n,p,q);
}
else{
- dFpdF *= 0.;
- computeDKcorprDF_elastic(DKcorDF,DpDF,DdevKDF,DpprDCepr,DdevKprDCepr,F, Fp0, invFp0);
+ DgamaDCepr *= 0.;
+ dFpDCepr *= 0.;
+ DGDCepr *= 0.;
+ DdevNDCepr *= 0.;
+ DtrNDCepr *= 0.;
}
-
- STensor3 DgamaDC(0.);
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- DgamaDC(k,l) += DgamaDCepr(p,q)*invFp0(k,p)*invFp0(l,q);
-
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dgammadF(k,l) += DgamaDC(p,q)*(F(k,p)*_I(q,l)+F(k,q)*_I(p,l));
-
-
- STensor43 DinvFpDF(0.); //
+ static STensor43 dKcorDcepr;
+ dKcorDcepr = DdevKDCepr;
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ dKcorDcepr(i,j,k,l) += _I(i,j)*DpDCepr(k,l);
+ }
+ }
+ }
+ }
+
+ static STensor43 CeprToF;
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ CeprToF(i,j,k,l) = 2.*Fepr(k,i)*invFp0(j,l);
+ }
+ }
+ }
+ }
+
+ STensor3& DgammaDF = q1->_DgammaDF;
+ static STensor43 DKcorDF;
+
+ STensorOperation::multSTensor3STensor43(DgamaDCepr,CeprToF,DgammaDF);
+ STensorOperation::multSTensor43(dKcorDcepr,CeprToF,DKcorDF);
+ STensorOperation::multSTensor43(dFpDCepr,CeprToF,dFpdF);
+
+ static STensor43 DinvFpDF; //
for (int i=0; i<3; i++)
for (int s=0; s<3; s++)
for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
+ for (int l=0; l<3; l++){
+ DinvFpDF(i,s,k,l) = 0.;
for (int m=0; m<3; m++)
for (int j=0; j<3; j++)
DinvFpDF(i,s,k,l) -= Fpinv(i,m)*dFpdF(m,j,k,l)*Fpinv(j,s);
+
+ }
for (int m=0; m<3; m++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
for (int l=0; l<3; l++){
- dFedF(m,j,k,l) += _I(m,k)*Fpinv(l,j);
+ dFedF(m,j,k,l) = _I(m,k)*Fpinv(l,j);
for (int s=0; s<3; s++)
dFedF(m,j,k,l) += F(m,s)*DinvFpDF(s,j,k,l);
}
- STensor43 dCeDF(0.);
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int m=0; m<3; m++)
- dCeDF(i,j,k,l) += dFedF(m,i,k,l)*Fe(m,j)+ Fe(m,i)*dFedF(m,j,k,l);
-
-
- STensor63 dLprDF(0.);
- for (int a=0; a<3; a++)
- for (int b=0; b<3; b++)
- for (int i=0; i<3; i++)
- for (int j=0; j<3; j++)
- for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
- for (int p=0; p<3; p++)
- for (int q=0; q<3; q++)
- dLprDF(a,b,i,j,k,l) += dLpr(a,b,i,j,p,q)*dCeDF(p,q,k,l);
+ static STensor63 DlnDF;
+ if (_order != 1){
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ for (int p=0; p<3; p++){
+ for (int q=0; q<3; q++){
+ DlnDF(i,j,k,l,p,q) = 0.;
+ for (int r=0; r<3; r++){
+ for (int s=0; s<3; s++){
+ for (int a=0; a<3; a++){
+ DlnDF(i,j,k,l,p,q) += DDlnDDCe(i,j,k,l,r,s)*2.*Fe(a,r)*dFedF(a,s,p,q);
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+
+ }
+ else{
+ DlnDF *= 0.;
+ }
- STensor43 dSdF(0.);
+ static STensor43 dSdF;
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
for (int k=0; k<3; k++)
- for (int l=0; l<3; l++)
+ for (int l=0; l<3; l++){
+ dSdF(i,j,k,l) = 0.;
for (int m=0; m<3; m++)
for (int n=0; n<3; n++){
- dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*Lpr(m,n,i,j);
- dSdF(i,j,k,l) += KS(m,n)*dLprDF(m,n,i,j,k,l);
+ dSdF(i,j,k,l) += DKcorDF(m,n,k,l)*DlnDCe(m,n,i,j);
+ if (_order != 1){
+ dSdF(i,j,k,l) += KS(m,n)*DlnDF(m,n,i,j,k,l);
+ }
}
+
+ }
for (int i=0; i<3; i++)
for (int j=0; j<3; j++)
@@ -5459,33 +1573,53 @@ void mlawPowerYieldHyper::predictorCorrector_associatedFlow(const STensor3& F, c
}
}
}
+ // irreversible energy
+ STensor3& DirrEnergDF = q1->_DirreversibleEnergyDF;
+ if (Dgamma > 0){
+ static STensor3 DirrEnergDCepr;
+ double dotKSN = dot(KS,N);
+ DirrEnergDCepr = DGDCepr;
+ DirrEnergDCepr *= dotKSN;
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ DirrEnergDCepr(i,j) += (Gamma*dKcorDcepr(k,l,i,j)*N(k,l)+ Gamma*KS(k,l)*(DdevNDCepr(k,l,i,j)+_I(k,l)*DtrNDCepr(i,j)/3.));
+ }
+ }
+ }
+ }
+ STensorOperation::multSTensor3STensor43(DirrEnergDCepr,CeprToF,DirrEnergDF);
+ }
+ else{
+ DirrEnergDF *= 0.;
+ }
}
};
-void mlawPowerYieldHyper::predictorCorrector(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- if (_Ki.size()==0 and _Gi.size() == 0){
- // rate independent cases
- if (_nonAssociatedFlow)
- if(_kinematic == NULL)
- this->predictorCorrector_nonAssociatedFlow(F,q0,q1,P,stiff,Tangent);
- else
- this->predictorCorrector_nonAssociatedFlow_full(F,q0,q1,P,stiff,Tangent);
- else
- this->predictorCorrector_associatedFlow(F,q0,q1,P,stiff,Tangent);
+void mlawPowerYieldHyper::predictorCorrector(const STensor3& F, const IPHyperViscoElastoPlastic *q0, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent,STensor43& dFedF, STensor43& dFpdF) const{
+
+ if (_tangentByPerturbation){
+ if (_nonAssociatedFlow){
+ this->predictorCorrector_nonAssociatedFlow(F,q0,q1,P,false,Tangent,dFedF,dFpdF);
+ }
+ else{
+ this->predictorCorrector_associatedFlow(F,q0,q1,P,false,Tangent,dFedF,dFpdF);
+ }
+
+ if (stiff){
+ tangent_full_perturbation(Tangent,dFedF,dFpdF,P,F,q0,q1);
+ }
+
}
else{
- // rate dependent cases
if (_nonAssociatedFlow){
- if (_viscoMethod == 0)
- this->predictorCorrector_nonAssociatedFlow_Maxwell(F,q0,q1,P,stiff,Tangent);
- else if (_viscoMethod == 1)
- this->predictorCorrector_nonAssociatedFlow_VoigtKelvin(F,q0,q1,P,stiff,Tangent);
- else
- Msg::Fatal("this viscoelastic-viscoplastic model has not been implemented");
+ this->predictorCorrector_nonAssociatedFlow(F,q0,q1,P,stiff,Tangent,dFedF,dFpdF);
}
- else
- Msg::Fatal("This is not implemeted mlawPowerYieldHyper::predictorCorrector");
+ else{
+ this->predictorCorrector_associatedFlow(F,q0,q1,P,stiff,Tangent,dFedF,dFpdF);
+ }
}
};
@@ -5493,71 +1627,47 @@ void mlawPowerYieldHyper::predictorCorrector(const STensor3& F, const IPHyperela
mlawPowerYieldHyper::mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
const double tol,
- const bool matrixbyPerturbation, const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init){
- _n = 1.5;
- _nonAssociatedFlow = false;
- _b = 0.3;
+ const bool matrixbyPerturbation, const double pert):
+ mlawHyperViscoElastic(num,E,nu,rho,matrixbyPerturbation,pert),_tol(tol),
+ _n(1.5),_nonAssociatedFlow(true),_b(0.3), _I4(1.,1.), _I(1.),
+ _viscosity(NULL),_p(1.),_compression(NULL),_traction(NULL),_kinematic(NULL),
+ _shear(NULL){
+ _Idev = _I4;
+ STensor3 mIon3(-1./3);
+ STensor43 mIIon3;
+ tensprod(_I,mIon3, mIIon3);
+ _Idev += mIIon3;
};
-mlawPowerYieldHyper::mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double tol,
- const bool matrixbyPerturbation, const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init){
- _n = 1.5;
- _nonAssociatedFlow = false;
- _b = 0.3;
-
- _compression = new LinearExponentialJ2IsotropicHardening(num, sy0C, hc, 0., 10.);
- _traction = new LinearExponentialJ2IsotropicHardening(num, sy0T, ht, 0., 10.);
-};
-mlawPowerYieldHyper::mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const double tol,
- const bool matrixbyPerturbation, const double pert, const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init){
- _n = 1.5;
- _nonAssociatedFlow = false;
- _b = 0.3;
- _compression = sc.clone();
- _traction = st.clone();
+mlawPowerYieldHyper::mlawPowerYieldHyper(const mlawPowerYieldHyper& src):mlawHyperViscoElastic(src),
+ _tol(src._tol),_n(src._n),_nonAssociatedFlow(src._nonAssociatedFlow),_b(src._b),
+ _I4(src._I4), _I(src._I), _Idev(src._Idev),_p(1.){
+ _viscosity = NULL;
+ if (src._viscosity) _viscosity = src._viscosity->clone();
+
+ _compression = NULL;
+ if (src._compression) _compression = src._compression->clone();
+
+ _traction = NULL;
+ if (src._traction) _traction = src._traction->clone();
+
+ _shear = NULL;
+ if (src._shear) _shear = src._shear->clone();
+
+ _kinematic= NULL;
+ if (src._kinematic) _kinematic = src._kinematic->clone();
};
-mlawPowerYieldHyper::mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening &sk,
- const double tol,
- const bool matrixbyPerturbation, const double pert,const bool init):
- mlawHyperelastic(num,E,nu,rho,tol,matrixbyPerturbation,pert,init){
- _n = 1.5;
- _nonAssociatedFlow = false;
- _b = 0.3;
- _kinematic = sk.clone();
- _compression = sc.clone();
- _traction = st.clone();
+mlawPowerYieldHyper::~mlawPowerYieldHyper(){
+ if (_compression) delete _compression; _compression = NULL;
+ if (_shear) delete _shear; _shear = NULL;
+ if (_traction) delete _traction; _traction = NULL;
+ if (_kinematic) delete _kinematic; _kinematic = NULL;
+ if (_viscosity) delete _viscosity; _viscosity = NULL;
};
-mlawPowerYieldHyper::mlawPowerYieldHyper(const mlawPowerYieldHyper& src):mlawHyperelastic(src),_n(src._n),
- _nonAssociatedFlow(src._nonAssociatedFlow), _b(src._b){};
-mlawPowerYieldHyper& mlawPowerYieldHyper::operator = (const materialLaw& src){
- mlawHyperelastic::operator=(src);
- const mlawPowerYieldHyper* psrc =dynamic_cast<const mlawPowerYieldHyper*>(&src);
- if(psrc != NULL)
- {
- _n = psrc->_n;
- _nonAssociatedFlow = psrc->_nonAssociatedFlow;
- _b = psrc->_b;
- };
-
- return *this;
-};
-
void mlawPowerYieldHyper::setPowerFactor(const double n) {
_n = n;
};
@@ -5573,40 +1683,24 @@ void mlawPowerYieldHyper::setNonAssociatedFlow(const bool flag) {
Msg::Info("non associated flow is used");
}
else{
- Msg::Info("associated flow is used");
+ Msg::Info("associated flow is used, kinematic hardening is not considered");
}
};
void mlawPowerYieldHyper::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
{
- IPVariable* ipvi = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- IPVariable* ipv1 = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
- IPVariable* ipv2 = new IPHyperelastic(_compression,_traction,_shear,_kinematic,_N);
+ IPVariable* ipvi = new IPHyperViscoElastoPlastic(_compression,_traction,_shear,_kinematic,_N);
+ IPVariable* ipv1 = new IPHyperViscoElastoPlastic(_compression,_traction,_shear,_kinematic,_N);
+ IPVariable* ipv2 = new IPHyperViscoElastoPlastic(_compression,_traction,_shear,_kinematic,_N);
if(ips != NULL) delete ips;
ips = new IP3State(state_,ipvi,ipv1,ipv2);
};
mlawPowerYieldHyperWithFailure::mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const double tol, const bool matrixbyPerturbation, const double pert,
- const bool init):mlawPowerYieldHyper(num,E,nu,rho,tol,matrixbyPerturbation,pert,init),_compFailure(NULL),_tracFailure(NULL){};
+ const double tol, const bool matrixbyPerturbation, const double pert):
+ mlawPowerYieldHyper(num,E,nu,rho,tol,matrixbyPerturbation,pert),_compFailure(NULL),_tracFailure(NULL){};
-mlawPowerYieldHyperWithFailure::mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double tol, const bool matrixbyPerturbation, const double pert,const bool init):
- mlawPowerYieldHyper(num,E,nu,rho,sy0C,hc,sy0T,ht,tol,matrixbyPerturbation,pert,init),_compFailure(NULL),_tracFailure(NULL){};
-mlawPowerYieldHyperWithFailure::mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const double tol ,const bool matrixbyPerturbation, const double pert,const bool init):
- mlawPowerYieldHyper(num,E,nu,rho,sc,st,tol,matrixbyPerturbation,pert,init),_compFailure(NULL),_tracFailure(NULL){};
-mlawPowerYieldHyperWithFailure::mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening& sk,
- const double tol ,const bool matrixbyPerturbation, const double pert, const bool init):
- mlawPowerYieldHyper(num,E,nu,rho,sc,st,sk,tol,matrixbyPerturbation,pert,init),_compFailure(NULL),_tracFailure(NULL){};
mlawPowerYieldHyperWithFailure::mlawPowerYieldHyperWithFailure(const mlawPowerYieldHyperWithFailure& src):
@@ -5617,27 +1711,15 @@ mlawPowerYieldHyperWithFailure::mlawPowerYieldHyperWithFailure(const mlawPowerYi
if (src._tracFailure != NULL) _tracFailure = src._tracFailure->clone();
if (src._compFailure != NULL) _compFailure = src._compFailure->clone();
};
-mlawPowerYieldHyperWithFailure& mlawPowerYieldHyperWithFailure::operator=(const materialLaw& src){
- mlawPowerYieldHyper::operator=(src);
- const mlawPowerYieldHyperWithFailure* psrc = dynamic_cast<const mlawPowerYieldHyperWithFailure*>(&src);
- if (psrc != NULL){
- _failurePower = psrc->_failurePower;
- if (_tracFailure != NULL) delete _tracFailure; _tracFailure = NULL;
- if (_compFailure != NULL) delete _compFailure; _compFailure = NULL;
- if (psrc->_tracFailure != NULL) _tracFailure = psrc->_tracFailure->clone();
- if (psrc->_compFailure != NULL) _compFailure = psrc->_compFailure->clone();
- }
- return *this;
-};
mlawPowerYieldHyperWithFailure::~mlawPowerYieldHyperWithFailure(){
if (_compFailure != NULL) delete _compFailure;
if (_tracFailure != NULL) delete _tracFailure;
};
-void mlawPowerYieldHyperWithFailure::predictorCorrector(const STensor3& F, const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const{
- mlawPowerYieldHyper::predictorCorrector(F,q0,q1,P,stiff,Tangent);
+void mlawPowerYieldHyperWithFailure::predictorCorrector(const STensor3& F, const IPHyperViscoElastoPlastic *q0, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent, STensor43& dFedF, STensor43& dFpdF) const{
+ mlawPowerYieldHyper::predictorCorrector(F,q0,q1,P,stiff,Tangent,dFedF,dFpdF);
// compute failure r and DrDF
const STensor3& K = q1->_kirchhoff;
diff --git a/NonLinearSolver/materialLaw/mlawHyperelastic.h b/NonLinearSolver/materialLaw/mlawHyperelastic.h
index 467af0c110ba3c6eb9fe360971e22c19053f5edb..1974c61bcd9ae3ce7a7cbe57f6ea5ad34b5d6c8b 100644
--- a/NonLinearSolver/materialLaw/mlawHyperelastic.h
+++ b/NonLinearSolver/materialLaw/mlawHyperelastic.h
@@ -17,6 +17,7 @@
#include "viscosityLaw.h"
#include "materialStrengthLaw.h"
+class getYieldCoefficientDerivatives;
class mlawHyperViscoElastic : public materialLaw{
#ifndef SWIG
protected:
@@ -42,18 +43,14 @@ class mlawHyperViscoElastic : public materialLaw{
std::vector<double> _gi;
protected:
+ virtual double deformationEnergy(const STensor3 &C) const ;
+ void updateViscoElasticFlow(const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1, double& Ke, double& Ge) const;
+ void viscoElasticPredictor(const STensor3& Ee, const STensor3& Ee0,
+ const IPHyperViscoElastic *q0, IPHyperViscoElastic *q1,
+ double& Ke, double& Ge) const;
+
void isotropicHookTensor(const double K, const double G, STensor43& L) const;
- void elastic(const IPHyperViscoElastic *q0_, IPHyperViscoElastic *q1, const bool stiff, STensor43& DsigDE) const;
-
- void viscoelastic_Maxwell(const IPHyperViscoElastic *q0_, IPHyperViscoElastic *q1,
- const bool stiff, STensor43& DsigDE) const;
-
- void viscoelastic_VoigtKelvin(const IPHyperViscoElastic *q0_, IPHyperViscoElastic *q1,
- const bool stiff, STensor43& DsigDE) const;
-
- void viscoelastic(const IPHyperViscoElastic *q0_, IPHyperViscoElastic *q1, const bool stiff, STensor43& DsigDE) const;
-
void predictorCorrector_ViscoElastic(const STensor3& F0, const STensor3& F, STensor3&P, const IPHyperViscoElastic *q0_, IPHyperViscoElastic *q1,
const bool stiff, STensor43& Tangent) const;
@@ -106,108 +103,16 @@ class mlawHyperViscoElastic : public materialLaw{
#endif // SWIG
};
-class mlawHyperViscoElastoPlasticBase : public mlawHyperViscoElastic{
- protected:
- #ifndef SWIG
- double _tol; // plasticity correction tolerance
- // Perzyna rate effects
- double _p; // exponent in rate
- viscosityLaw* _viscosity;
-
- // hardening data
- J2IsotropicHardening* _compression;
- J2IsotropicHardening* _traction;
- J2IsotropicHardening* _shear;
- kinematicHardening* _kinematic;
-
- protected:
- void hardening(IPHyperViscoElastoPlastic* q) const;
- #endif
-
- public:
- mlawHyperViscoElastoPlasticBase(const int num,const double E,const double nu, const double rho,
- const double tol = 1e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
- virtual void setCompressionHardening(const J2IsotropicHardening& comp);
- virtual void setTractionHardening(const J2IsotropicHardening& trac);
- virtual void setShearHardening(const J2IsotropicHardening& shear);
- virtual void setKinematicHardening(const kinematicHardening& kin);
- virtual void setViscosityEffect(const viscosityLaw& v, const double p);
-
- #ifndef SWIG
- mlawHyperViscoElastoPlasticBase(const mlawHyperViscoElastoPlasticBase& src);
- virtual ~mlawHyperViscoElastoPlasticBase();
- virtual materialLaw* clone() const {return new mlawHyperViscoElastoPlasticBase(*this);};
- virtual bool withEnergyDissipation() const{return true;};
-
- virtual J2IsotropicHardening* getConstRefToCompressionHardening() const {return _compression;};
- virtual J2IsotropicHardening* getConstRefToTractionHardening() const{return _traction;};
- virtual J2IsotropicHardening* getConstRefToShearHardening() const {return _shear;};
- virtual kinematicHardening* getConstRefToKinematicHardening() const{return _kinematic;};
-
- #endif //SWIG
-};
-
-class mlawHyperViscoElastoPlasticPowerYield : public mlawHyperViscoElastoPlasticBase{
- #ifndef SWIG
- protected:
- double _n; // pow
- double _b; // flow coefficient g = sigVM^2+ bp^2 --> non-associated flow
- bool _nonAssociatedFlow; // true --> g = sigVM^2+ bp^2 false -->g = f
-
- protected:
- void updateEqPlasticDeformation(IPHyperViscoElastoPlastic *q1, const IPHyperViscoElastoPlastic *q0,
- const double& nup, const double& Dgamma) const;
-
- void getYieldCoefficients(const IPHyperViscoElastoPlastic *q, fullVector<double>& coeffs) const;
- void getYieldCoefficientDerivatives(const IPHyperViscoElastoPlastic *q, const double& nup, fullVector<double>& Dcoeffs) const;
-
- void predictorCorrector_nonAssociatedFlow_Maxwell(const STensor3& F0, const STensor3& F, const IPHyperViscoElastoPlastic *q0_, IPHyperViscoElastoPlastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
- #endif // SWIG
-
- public:
- mlawHyperViscoElastoPlasticPowerYield(const int num,const double E,const double nu, const double rho,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
-
- void setPowerFactor(const double n);
- void nonAssociatedFlowRuleFactor(const double b);
- void setPlasticPoissonRatio(const double nup);
- void setNonAssociatedFlow(const bool flag);
- #ifndef SWIG
- mlawHyperViscoElastoPlasticPowerYield(const mlawHyperViscoElastoPlasticPowerYield& src);
- virtual ~mlawHyperViscoElastoPlasticPowerYield(){};
-
- virtual materialLaw* clone() const {return new mlawHyperViscoElastoPlasticPowerYield(*this);};
- #endif // SWIG
-
-};
-
-class mlawHyperelastic : public materialLaw{
- #ifndef SWIG
+// general interface for yield surface f = a2 sigVM^n - (a1*p+a0)
+// non-associated flow wit f = sigVM^2 + b* p^2
+// associated flow
+class mlawPowerYieldHyper : public mlawHyperViscoElastic{
protected:
- double _rho; // density
- double _E; // young modulus
- double _nu; // Poisson ratio
- double _lambda; // 1st lame parameter
- double _mu; // 2nd lame parameter (=G)
- double _K; // bulk modulus
- double _K3; // 3*bulk modulus
- double _mu3; // 3*_mu = 3*G
- double _mu2; // 2*_mu = 2*G
-
- double _tol; // correction tolerance
- double _perturbationfactor; // perturbation factor
- bool _tangentByPerturbation; // flag for tangent by perturbation
-
- STensor43 Cel; // elastic hook tensor
+ double _tol; // for plasticity convergence
STensor43 _I4; // symetric 4th order unit tensor
STensor3 _I; // second order tensor
STensor43 _Idev; // dev part of _I4
- int _order ; // to approximated log and exp of a tensor
-
// rate effects
double _p; // exponent in rate
viscosityLaw* _viscosity;
@@ -218,327 +123,90 @@ class mlawHyperelastic : public materialLaw{
J2IsotropicHardening* _shear;
kinematicHardening* _kinematic;
- // viscoelastic data
- int _viscoMethod; // viscoelastic method 0- generalized Maxwell model, 1- generalized Kelvin-Voight model
- int _N; // number of Maxwell elements
- std::vector<double> _Ki;
- std::vector<double> _ki;
- std::vector<double> _Gi;
- std::vector<double> _gi;
-
-
+ // yield surface option
+ double _n;
+ double _b; // flow coefficient g = sigVM^2+ bp^2
+ bool _nonAssociatedFlow;
+
protected:
- // tensor operators
- double tr(const STensor3& E) const;
- void dev(const STensor3& E, STensor3& devE, double& trE) const;
+
+ virtual void hardening(IPHyperViscoElastoPlastic* q) const;
+
+ virtual void updateEqPlasticDeformation(IPHyperViscoElastoPlastic *q1, const IPHyperViscoElastoPlastic *q0,
+ const double& nup, const double& Dgamma) const;
- void logSTensor3(const STensor3& a, STensor3 &loga, STensor43 *dloga=NULL, STensor63* ddloga = NULL) const;
- void expSTensor3(const STensor3 &a,STensor3 &expa,STensor43 *dexpa=NULL) const;
+ virtual void getYieldCoefficients(const IPHyperViscoElastoPlastic *q, fullVector<double>& coeffs) const;
+ virtual void getYieldCoefficientDerivatives(const IPHyperViscoElastoPlastic *q, const double& nup, fullVector<double>& Dcoeffs) const;
- double determinantSTensor3(const STensor3 &a) const;
- void inverseSTensor3(const STensor3 &a, STensor3 &ainv) const;
- void multSTensor3(const STensor3 &a, const STensor3 &b, STensor3 &c) const;
- void multSTensor3FirstTranspose(const STensor3 &A, const STensor3 &B, STensor3 &C) const;
- void multSTensor3SecondTranspose(const STensor3 &a, const STensor3 &b, STensor3 &c) const;
- void multSTensor43STensor3(const STensor43 &t, const STensor3 &m,STensor3 &val) const;
- void multSTensor3STensor43(const STensor3 &m, const STensor43 &t,STensor3 &val) const;
- void multSTensor43(const STensor43 &a, const STensor43 &b, STensor43 &c) const;
- private:
- virtual void predictorCorrector_elastic(const STensor3& F,
- const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
+ #ifndef SWIG
+ protected:
- virtual void predictorCorrector_viscoelastic_Maxwell(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
+ virtual void predictorCorrector_nonAssociatedFlow(const STensor3& F, const IPHyperViscoElastoPlastic *q0_, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent, STensor43& dFedF, STensor43& dFpdF) const;
- virtual void predictorCorrector_viscoelastic_VoigtKelvin(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
+ virtual void predictorCorrector_associatedFlow(const STensor3& F, const IPHyperViscoElastoPlastic *q0_, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent, STensor43& dFedF, STensor43& dFpdF) const;
protected:
- virtual double deformationEnergy(const STensor3 &C) const ;
- virtual void corStress(const STensor3& Ee, STensor3& devK, double& p) const;
- virtual void getDCorStressDCepr(const STensor43& Lpr, STensor3& DpprDCepr, STensor43& DdevKprDCepr) const;
- virtual void computeDKcorprDF_elastic(STensor43& DKcorDF, STensor3& DpDF, STensor43& DdevKDF,
- const STensor3& DpprDCepr, const STensor43& DdevKprDCepr,
- const STensor3& F, const STensor3& Fp0, const STensor3& invFp0) const;
- virtual void hardening(IPHyperelastic* q) const;
- virtual void predictorCorrector(const STensor3& F,const IPHyperelastic *q0, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
-
+
+ virtual void predictorCorrector(const STensor3& F, const IPHyperViscoElastoPlastic *q0_, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent, STensor43& dFedF, STensor43& dFpdF) const;
virtual void tangent_full_perturbation( // compute tangent by perturbation
STensor43 &T, // current tangent
+ STensor43& dFedF,
+ STensor43& dFpdF,
const STensor3 &P, // current PK stress
const STensor3 &F, // current deformation gradient
- const IPHyperelastic* q0, // previous internal variables
- IPHyperelastic* q1 // current internal variables
+ const IPHyperViscoElastoPlastic* q0, // previous internal variables
+ IPHyperViscoElastoPlastic* q1 // current internal variables
) const;
- #endif // SWIG
-
- public:
- mlawHyperelastic(const int num,const double E,const double nu, const double rho,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
- virtual void setCompressionHardening(const J2IsotropicHardening& comp);
- virtual void setTractionHardening(const J2IsotropicHardening& trac);
- virtual void setShearHardening(const J2IsotropicHardening& shear);
- virtual void setKinematicHardening(const kinematicHardening& kin);
- virtual void setViscosityEffect(const viscosityLaw& v, const double p);
- virtual void setStrainOrder(const int order);
-
- virtual void setViscoelasticMethod(const int method);
- virtual void setViscoElasticNumberOfElement(const int N);
- virtual void setViscoElasticData(const int i, const double Ei, const double taui);
- virtual void setViscoElasticData_Bulk(const int i, const double Ki, const double ki);
- virtual void setViscoElasticData_Shear(const int i, const double Gi, const double gi);
- virtual void setViscoElasticData(const std::string filename);
-
- #ifndef SWIG
- mlawHyperelastic(const mlawHyperelastic& src);
- virtual mlawHyperelastic& operator = (const materialLaw& src);
- virtual ~mlawHyperelastic();
-
- virtual matname getType() const{return materialLaw::hyperelastic;}
- virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
- virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}; // this law is initialized so nothing to do
-
- virtual materialLaw* clone() const {return new mlawHyperelastic(*this);};
- virtual bool withEnergyDissipation() const {return false;};
- virtual int getViscoElasticNumberOfElement() const{return _N;};
-
- virtual double soundSpeed() const; // default but you can redefine it for your case
- virtual double density()const{return _rho;}
- virtual const double bulkModulus() const{return _K;}
- virtual const double shearModulus() const{return _mu;}
- virtual const double poissonRatio() const{return _nu;}
-
- virtual double scaleFactor() const { return _mu;};
-
- virtual J2IsotropicHardening* getConstRefToCompressionHardening() const {return _compression;};
- virtual J2IsotropicHardening* getConstRefToTractionHardening() const{return _traction;};
- virtual J2IsotropicHardening* getConstRefToShearHardening() const {return _shear;};
- virtual kinematicHardening* getConstRefToKinematicHardening() const{return _kinematic;};
-
-
- virtual void constitutive(
- const STensor3& F0, // initial deformation gradient (input @ time n)
- const STensor3& Fn, // updated deformation gradient (input @ time n+1)
- STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- const IPHyperelastic *q0, // array of initial internal variable
- IPHyperelastic *q1, // updated array of internal variable (in ipvcur on output),
- STensor43 &Tangent, // constitutive tangents (output)
- const bool stiff // if true compute the tangents
- ) const;
-
- #endif // SWIG
-
-};
-
-/*
-general material interface with yield function f = sigVM^2 - (a2*p^2+a1*p +a0)
-with quadratic flow potential g = sigVM^2 - (b2*p^2+b1*p), three are three types:
-Type 1) Associated flow rule g = f thus b2 = a2, b1 = a1
-Type 2) Non-associated flow rule g = sigVM^2 - (a2*p^2+b1*p) with b1 = const; b2 = a2
-Type 3) Non-asscociated flow rule g = sigVM^2 - (b2*p^2+b1*p) with b1 =const; b2 = const
-*/
-
-class mlawQuadYieldHyper :public mlawHyperelastic{
- #ifndef SWIG
- protected:
- double _yield0;
- double _yield02; // reference value for yield surface --> non-dimension value
-
- int _flowType; // specify flow type = 1, 2, 3
- double _b2, _b1; // flow rule in case non-associated type
- // specify yield surface used
- // Type 1 = two-yield surface with paraboloidal surface--> a2 = 0 , f = sigVM^2 - (a1*p +a0)
- // Type 2 = two-yield surface with generalized Drucker-Prager surface,
- // a2 = A^2, a1 = 2AB, a0 = B^2-->f = sigVM^2 - (A*p +B)^2
- // Type 3= three-yield surface with quadratic form f = sigVM^2 - (a2*p^2+a1*p +a0)
- int _yieldType;
-
-
-
- protected:
- void computeResidual(const double& keqpr2, const double& ppr,
- const fullVector<double>& unknowns,
- const fullVector<double>& coeffs,
- const fullVector<double>& flowCoeffs,
- fullVector<double>& res) const;
- void computeJacobian(const double& keq2pr, const double& ppr,
- const fullVector<double>& unknowns,
- const fullVector<double>& coeffs,
- const fullVector<double>& Dcoeffs,
- const fullVector<double>& flowCoeffs,
- const fullVector<double>& DflowCoeffs,
- fullMatrix<double>& J) const;
-
- void computeDResidualDCepr(const STensor3& devKpr, const double& ppr,
- const double & Dgamma, const double& Dpression,const double Gamma,
- const fullVector<double>& coeffs,
- const fullVector<double>& flowCoeffs,
- const STensor3& DpprDCepr, const STensor43& DdevKprDCepr,
- STensor3& DPhigammaDCepr, STensor3& DPhipDCepr, STensor3& DPhiGDCepr) const;
-
- void computedFpdF(STensor43& dFpdF, STensor43& DKcorDF,
- const STensor3& devKpr, const double& ppr,
- const STensor3& DpprDCepr, const STensor43& DdevKprDCepr,
- const STensor3& DgamaDCepr, const STensor3& DDpDCepr,const STensor3& DGDCepr,
- const double& Dgamma, const double& Dpression, const double& Gamma,
- const STensor3& N, const STensor3& devN, const double& trN,
- const STensor3& F, const STensor3& Fp0, const STensor3& invFp0, const STensor43& Epr) const;
-
- protected:
- virtual void getYieldCoefficients(const IPHyperelastic *q, fullVector<double>& coeffs) const;
- virtual void getYieldCoefficientDerivatives(const IPHyperelastic *q, const double& nup, fullVector<double>& Dcoeffs) const;
- virtual void getFlowPotentialCoefficients(const fullVector<double>& coeffs,
- fullVector<double>& flowCoeffs) const;
- virtual void getFlowPotentialCoefficientDerivatives(const fullVector<double>& Dcoeffs,
- fullVector<double>& DflowCoeffs) const;
- virtual double getPlasticPoissonRatio(const fullVector<double>& flowCoeffs, const double & ppr, const double &Dpression) const;
- virtual void updateEqPlasticDeformation(IPHyperelastic *q1, const IPHyperelastic *q0,
- const double& nup, const double& Dgamma) const;
-
- virtual void predictorCorrector(const STensor3& F,const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
- #endif // SWIG
- public:
-
- mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
-
- mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
-
- mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
-
- mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double sy0S,const double hs,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
-
- mlawQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const J2IsotropicHardening &ss,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
-
- void nonAssociatedFlowRuleFactor(const double b2, const double b1);
- void setFlowPotentialType(const int type);
- void setYieldSurfaceType(const int type);
-
-
- #ifndef SWIG
- mlawQuadYieldHyper(const mlawQuadYieldHyper& src);
- mlawQuadYieldHyper& operator = (const materialLaw& src);
-
- virtual ~mlawQuadYieldHyper();
-
- virtual materialLaw* clone() const{return new mlawQuadYieldHyper(*this);};
- virtual bool withEnergyDissipation() const {return true;};
- // function of materialLaw
- virtual matname getType() const{return materialLaw::quadYieldHyper;}
- virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
- virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}; // this law is initialized so nothing to do
- #endif // SWIG
-};
-
-// general interface for yield surface f = a2 sigVM^n - (a1*p+a0)
-// non-associated flow wit f = sigVM^2 + b* p^2
-// associated flow
-class mlawPowerYieldHyper : public mlawHyperelastic{
-
- protected:
- double _n;
- double _b; // flow coefficient g = sigVM^2+ bp^2
- bool _nonAssociatedFlow;
-
- #ifndef SWIG
- protected:
- virtual void predictorCorrector_nonAssociatedFlow_VoigtKelvin(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
-
- virtual void predictorCorrector_nonAssociatedFlow_Maxwell(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
-
- virtual void predictorCorrector_nonAssociatedFlow_full(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
-
- virtual void predictorCorrector_nonAssociatedFlow(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
-
- virtual void predictorCorrector_associatedFlow(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
-
- protected:
- virtual void updateEqPlasticDeformation(IPHyperelastic *q1, const IPHyperelastic *q0,
- const double& nup, const double& Dgamma) const;
-
- virtual void getYieldCoefficients(const IPHyperelastic *q, fullVector<double>& coeffs) const;
- virtual void getYieldCoefficientDerivatives(const IPHyperelastic *q, const double& nup, fullVector<double>& Dcoeffs) const;
-
-
- virtual void predictorCorrector(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
#endif // SWIG
public:
mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
-
- mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,const bool init = true);
- mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,const bool init = true);
- mlawPowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening& sk,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,const bool init = true);
+ const bool matrixbyPerturbation = false, const double pert = 1e-8);
void setPowerFactor(const double n);
void nonAssociatedFlowRuleFactor(const double b);
void setPlasticPoissonRatio(const double nup);
void setNonAssociatedFlow(const bool flag);
+
+ void setCompressionHardening(const J2IsotropicHardening& comp);
+ void setTractionHardening(const J2IsotropicHardening& trac);
+ void setShearHardening(const J2IsotropicHardening& shear);
+ void setKinematicHardening(const kinematicHardening& kin);
+ void setViscosityEffect(const viscosityLaw& v, const double p);
#ifndef SWIG
mlawPowerYieldHyper(const mlawPowerYieldHyper& src);
- mlawPowerYieldHyper& operator = (const materialLaw& src);
- virtual ~mlawPowerYieldHyper(){}
+ virtual ~mlawPowerYieldHyper();
virtual materialLaw* clone() const{return new mlawPowerYieldHyper(*this);};
virtual bool withEnergyDissipation() const {return true;};
+
+ virtual J2IsotropicHardening* getConstRefToCompressionHardening() const {return _compression;};
+ virtual J2IsotropicHardening* getConstRefToTractionHardening() const{return _traction;};
+ virtual J2IsotropicHardening* getConstRefToShearHardening() const {return _shear;};
+ virtual kinematicHardening* getConstRefToKinematicHardening() const{return _kinematic;};
+
virtual matname getType() const{return materialLaw::powerYieldLaw;}
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}; // this law is initialized so nothing to do
+
+ virtual void constitutive(
+ const STensor3& F0, // initial deformation gradient (input @ time n)
+ const STensor3& Fn, // updated deformation gradient (input @ time n+1)
+ STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
+ const IPHyperViscoElastoPlastic *q0, // array of initial internal variable
+ IPHyperViscoElastoPlastic *q1, // updated array of internal variable (in ipvcur on output),
+ STensor43 &Tangent, // constitutive tangents (output)
+ const bool stiff // if true compute the tangents
+ ) const;
+
#endif // SWIG
};
@@ -550,38 +218,21 @@ class mlawPowerYieldHyperWithFailure : public mlawPowerYieldHyper{
#ifndef SWIG
protected:
- virtual void predictorCorrector(const STensor3& F, const IPHyperelastic *q0_, IPHyperelastic *q1,
- STensor3&P, const bool stiff, STensor43& Tangent) const;
+ virtual void predictorCorrector(const STensor3& F, const IPHyperViscoElastoPlastic *q0_, IPHyperViscoElastoPlastic *q1,
+ STensor3&P, const bool stiff, STensor43& Tangent, STensor43& dFedF, STensor43& dFpdF) const;
#endif // SWIG
public:
mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,
- const bool init = true);
+ const bool matrixbyPerturbation = false, const double pert = 1e-8);
+
- mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const double sy0C,const double hc,
- const double sy0T,const double ht,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,const bool init = true);
- mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,const bool init = true);
- mlawPowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening& sk,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8,const bool init = true);
void setCompressiveFailureModel(const RateFailureLaw& compStrength);
void setTractionFailureModel(const RateFailureLaw& tracStrength);
void setFailurePower(const double power);
#ifndef SWIG
mlawPowerYieldHyperWithFailure(const mlawPowerYieldHyperWithFailure& src);
- mlawPowerYieldHyperWithFailure& operator=(const materialLaw& src);
virtual ~mlawPowerYieldHyperWithFailure();
virtual materialLaw* clone() const{return new mlawPowerYieldHyperWithFailure(*this);};
diff --git a/NonLinearSolver/materialLaw/mlawHyperelasticDamage.cpp b/NonLinearSolver/materialLaw/mlawHyperelasticDamage.cpp
index c05f33f6fe3048ead7db912fa8f6699703ca44f7..8823df60dd6c73fbd698c75989d10659873cbd8d 100644
--- a/NonLinearSolver/materialLaw/mlawHyperelasticDamage.cpp
+++ b/NonLinearSolver/materialLaw/mlawHyperelasticDamage.cpp
@@ -79,8 +79,8 @@ void mlawNonlocalDamageHyperelastic::constitutive(
_elasticLaw->getLocalValForNonLocalEquation(F,q->getRefToLocalEffectiveStrains(),stiff,&dLocalVardF);
- if (q0->damageIsBlocked()){
- q->blockDamage(true);
+ if (q0->dissipationIsBlocked()){
+ q->blockDissipation(true);
q->setNonLocalToLocal(false);
q->setCriticalDamage(q0->getCriticalDamage());
@@ -94,7 +94,7 @@ void mlawNonlocalDamageHyperelastic::constitutive(
}
else
{
- q->blockDamage(false);
+ q->blockDissipation(false);
static STensor3 Fp(1.);
if (q0->getNonLocalToLocal()){
@@ -228,8 +228,8 @@ void mlawNonlocalAnisotropicDamageHyperelastic::constitutive(
// local strain
_elasticLaw->getLocalPositiveValForNonLocalEquation(F,q->getRefToLocalEffectiveStrains(),stiff,&dLocalVardF);
- if (q0->damageIsBlocked()){
- q->blockDamage(true);
+ if (q0->dissipationIsBlocked()){
+ q->blockDissipation(true);
q->setNonLocalToLocal(false);
q->setCriticalDamage(q0->getCriticalDamage());
@@ -243,7 +243,7 @@ void mlawNonlocalAnisotropicDamageHyperelastic::constitutive(
}
else
{
- q->blockDamage(false);
+ q->blockDissipation(false);
static STensor3 Fp(1.);
if (q0->getNonLocalToLocal()){
diff --git a/NonLinearSolver/materialLaw/mlawHyperelasticDamage.h b/NonLinearSolver/materialLaw/mlawHyperelasticDamage.h
index a332a31a5b7ec81473dea6398ebd56fc3ae74078..4849a7aaaa044479d2f591ae7e12583e53d48765 100644
--- a/NonLinearSolver/materialLaw/mlawHyperelasticDamage.h
+++ b/NonLinearSolver/materialLaw/mlawHyperelasticDamage.h
@@ -33,7 +33,6 @@ class mlawNonlocalDamageHyperelastic : public materialLaw {
// General functions
virtual matname getType() const {return materialLaw::nonLocalDamageIsotropicElasticity;}
- virtual bool withDamage() const {return true;};
virtual bool withEnergyDissipation() const {return true;};
virtual void createIPState(IPStateBase* &ips,const bool* state_ = NULL,const MElement *ele = NULL, const int nbFF_ = 0, const IntPt *GP=NULL, const int gpt=0) const{
};
diff --git a/NonLinearSolver/materialLaw/mlawJ2linear.cpp b/NonLinearSolver/materialLaw/mlawJ2linear.cpp
index 7d3cf1f659a11dff78a1dceb739a390d73c76fff..81dc8e12d58fb850ff57908cdff017e315bca351 100644
--- a/NonLinearSolver/materialLaw/mlawJ2linear.cpp
+++ b/NonLinearSolver/materialLaw/mlawJ2linear.cpp
@@ -12,6 +12,7 @@
#include "mlawJ2linear.h"
#include <math.h>
#include "MInterfaceElement.h"
+#include "nonLinearMechSolver.h"
// Keep this constructor for retro compatibility !
mlawJ2linear::mlawJ2linear(const int num,const double E,const double nu,
@@ -19,8 +20,7 @@ mlawJ2linear::mlawJ2linear(const int num,const double E,const double nu,
const double tol, const bool pert, const double eps) : materialLaw(num,true), _E(E), _nu(nu), _rho(rho),
_lambda((E*nu)/(1.+nu)/(1.-2.*nu)),
_mu(0.5*E/(1.+nu)),_K(E/3./(1.-2.*nu)), _K3(3.*_K), _mu3(3.*_mu),
- _mu2(2.*_mu), _tol(tol),_perturbationfactor(eps),_tangentByPerturbation(pert),_order(1),
- _pfApproxMethod(Implicit)
+ _mu2(2.*_mu), _tol(tol),_perturbationfactor(eps),_tangentByPerturbation(pert),_order(1)
{
_j2IH = new LinearExponentialJ2IsotropicHardening(num, sy0, h, 0., 10.);
@@ -70,8 +70,7 @@ mlawJ2linear::mlawJ2linear(const int num,const double E,const double nu, const d
const double tol, const bool pert, const double eps) : materialLaw(num,true), _E(E), _nu(nu), _rho(rho),
_lambda((E*nu)/(1.+nu)/(1.-2.*nu)),
_mu(0.5*E/(1.+nu)),_K(E/3./(1.-2.*nu)), _K3(3.*_K), _mu3(3.*_mu),
- _mu2(2.*_mu), _tol(tol),_perturbationfactor(eps),_tangentByPerturbation(pert),_order(1),
- _pfApproxMethod(Implicit)
+ _mu2(2.*_mu), _tol(tol),_perturbationfactor(eps),_tangentByPerturbation(pert),_order(1)
{
_j2IH=j2IH.clone();
@@ -119,7 +118,7 @@ mlawJ2linear::mlawJ2linear(const mlawJ2linear &source) : materialLaw(source),_E(
_mu2(source._mu2), _tol(source._tol),
_perturbationfactor(source._perturbationfactor),
_tangentByPerturbation(source._tangentByPerturbation),_order(source._order),
- _Cel(source._Cel),_I4dev(source._I4dev),_pfApproxMethod(source._pfApproxMethod)
+ _Cel(source._Cel),_I4dev(source._I4dev)
{
_j2IH = NULL;
if(source._j2IH != NULL)
@@ -148,7 +147,6 @@ mlawJ2linear& mlawJ2linear::operator=(const materialLaw &source)
_tangentByPerturbation = src->_tangentByPerturbation;
_Cel = src->_Cel;
_I4dev = src->_I4dev;
- _pfApproxMethod = src->_pfApproxMethod;
if(_j2IH != NULL) delete _j2IH;
if(src->_j2IH != NULL)
@@ -159,9 +157,6 @@ mlawJ2linear& mlawJ2linear::operator=(const materialLaw &source)
return *this;
}
-void mlawJ2linear::setPathFollowingApproximationMethod(const int i){
- _pfApproxMethod = (ApproximationMethod)i;
-};
void mlawJ2linear::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
{
@@ -408,8 +403,9 @@ void mlawJ2linear::predictorCorector(const STensor3& F0, // initial defo
static STensor3 N;
this->J2flow(N,Eepr);
- if (q0->damageIsBlocked()){
- q->blockDamage(true);
+ if (q0->dissipationIsBlocked()){
+ q->blockDissipation(true);
+ q->getRefToDissipationActive() = false;
}
else{
@@ -420,7 +416,7 @@ void mlawJ2linear::predictorCorector(const STensor3& F0, // initial defo
if(VMcriterion >0.)
{
-
+ q->getRefToDissipationActive() = true;
int ite = 0, maxite = 1000;
while(fabs(VMcriterion)/Sy0 > _tol)
{
@@ -469,6 +465,9 @@ void mlawJ2linear::predictorCorector(const STensor3& F0, // initial defo
STensorOperation::logSTensor3(Ce,_order,Ee,&L,&dLDCe);
}
Ee *= 0.5;
+ }
+ else{
+ q->getRefToDissipationActive() = false;
};
}
@@ -484,27 +483,34 @@ void mlawJ2linear::predictorCorector(const STensor3& F0, // initial defo
STensorOperation::multSTensor3(Fe,S,FeS);
STensorOperation::multSTensor3SecondTranspose(FeS,Fpinv,P);
-
-
// elastic energy
q->getRefToElasticEnergy()= this->deformationEnergy(Ce);
+ // plastic energy
+ q->getRefToPlasticEnergy() = q->getRefToIPJ2IsotropicHardening().getIntegR();
// plastic power (Wp1- Wp0)/dt
- q->getRefToPlasticPower() = Deps*Sy/this->getTimeStep();
-
- // irreversible energy
- double& irrEneg = q->getRefToIrreversibleEnergy();
- irrEneg = q0->irreversibleEnergy();
- // explicite approximation
- if (_pfApproxMethod == Explicit){
- irrEneg += Sy0*Deps;
- }
- else if (_pfApproxMethod == Implicit){
- irrEneg += Sy*Deps;
- }
- else {
- Msg::Fatal("path following approx method %d has been implemented",_pfApproxMethod);
- }
-
+ if (Deps > 0.){
+ q->getRefToPlasticPower() = Deps*Sy/this->getTimeStep();
+ }
+ else
+ {
+ q->getRefToPlasticPower() = 0.;
+ }
+
+ if (this->getMacroSolver()->withPathFollowing()){
+ // irreversible energy
+ double& irrEneg = q->getRefToIrreversibleEnergy();
+ if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
+ //
+ irrEneg = q->defoEnergy();
+ }
+ else if ((this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::PLASTIC_ENERGY) or
+ (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY)) {
+ irrEneg = (Sy*Deps+q0->irreversibleEnergy());
+ }
+ else{
+ irrEneg = 0.;
+ }
+ }
if (stiff){
if (_tangentByPerturbation){
@@ -529,27 +535,13 @@ void mlawJ2linear::predictorCorector(const STensor3& F0, // initial defo
}
dpdF(k,l) = (qTmp._j2lepspbarre - eps)/_tol;
+ q->getRefToDIrreversibleEnergyDF()(k,l) = (qTmp.irreversibleEnergy() - q->irreversibleEnergy())/_tol;
}
}
STensor3& dplasticpowerDF = q->getRefToDPlasticPowerDF();
dplasticpowerDF = dpdF;
dplasticpowerDF *= (Sy+H*Deps)/this->getTimeStep();
-
- STensor3& DirrEnegDF = q->getRefToDIrreversibleEnergyDF();
- if (_pfApproxMethod == Explicit){
- DirrEnegDF = dpdF;
- DirrEnegDF*= Sy0;
- }
- else if (_pfApproxMethod == Implicit){
- DirrEnegDF = dpdF;
- DirrEnegDF*= (Sy+H*Deps);
- }
- else {
- Msg::Fatal("path following approx method %d has been implemented",_pfApproxMethod);
- }
-
-
}
else{
static STensor43 DcorKirDEepr;
@@ -728,21 +720,41 @@ void mlawJ2linear::predictorCorector(const STensor3& F0, // initial defo
}
}
+ // plastic power
STensor3& dplasticpowerDF = q->getRefToDPlasticPowerDF();
- dplasticpowerDF = dpdF;
- dplasticpowerDF *= (Sy+H*Deps)/this->getTimeStep();
-
- STensor3& DirrEnegDF = q->getRefToDIrreversibleEnergyDF();
- if (_pfApproxMethod == Explicit){
- DirrEnegDF = dpdF;
- DirrEnegDF*= Sy0;
+ if (Deps > 0.){
+ dplasticpowerDF = dpdF;
+ dplasticpowerDF *= (Sy+H*Deps)/this->getTimeStep();
}
- else if (_pfApproxMethod == Implicit){
- DirrEnegDF = dpdF;
- DirrEnegDF*= (Sy+H*Deps);
+ else{
+ dplasticpowerDF *= 0.;
}
- else {
- Msg::Fatal("path following approx method %d has been implemented",_pfApproxMethod);
+
+ if (this->getMacroSolver()->withPathFollowing()){
+ // irreversible energy
+ STensor3& DirrEnegDF = q->getRefToDIrreversibleEnergyDF();
+ if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ DirrEnegDF(i,j) = 0.;
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ for (int m=0; m<3; m++){
+ DirrEnegDF(i,j) += P(k,m)*Fp(l,m)*dFedF(k,l,i,j);
+ }
+ }
+ }
+ }
+ }
+ }
+ else if ((this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::PLASTIC_ENERGY) or
+ (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY)) {
+ DirrEnegDF = dpdF;
+ DirrEnegDF*= (Sy+H*Deps);
+ }
+ else{
+ DirrEnegDF *= 0.;
+ }
}
}
}
diff --git a/NonLinearSolver/materialLaw/mlawJ2linear.h b/NonLinearSolver/materialLaw/mlawJ2linear.h
index 918204750870bf324ecdebf0a15329127e995fdd..a41e4a2343659470a0737954c99a2d28018d6d8e 100644
--- a/NonLinearSolver/materialLaw/mlawJ2linear.h
+++ b/NonLinearSolver/materialLaw/mlawJ2linear.h
@@ -39,7 +39,6 @@ class mlawJ2linear : public materialLaw
STensor43 _Cel; // elastic hook tensor
STensor43 _I4dev; // dev part of _I4
- ApproximationMethod _pfApproxMethod; // for pathFollowing
public:
mlawJ2linear(const int num,const double E,const double nu, const double rho,const double sy0,const double h,const double tol=1.e-6,
@@ -49,9 +48,7 @@ class mlawJ2linear : public materialLaw
#ifndef SWIG
mlawJ2linear(const mlawJ2linear &source);
mlawJ2linear& operator=(const materialLaw &source);
-
- void setPathFollowingApproximationMethod(const int i);
-
+
virtual ~mlawJ2linear()
{
if(_j2IH!=NULL) {delete _j2IH; _j2IH = NULL;};
diff --git a/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.cpp b/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.cpp
index a05e96887b6123eb3dc893fa4ba3ef44ef48b5ee..3ac96130ddf0e32b2af8084f875f77084159f9fb 100644
--- a/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.cpp
+++ b/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.cpp
@@ -77,8 +77,8 @@ void mlawLocalDamageJ2Hyper::constitutive(const STensor3& F0,const STensor3& Fn,
static STensor43 dFpdF, dFedF;
static STensor3 Fe, Peff;
static STensor3 Fpinv;
+ static STensor3 dpdF;
- STensor3 &dpdF=q1->getRefToDLocalPlasticStrainDStrain();
mlawJ2linear::predictorCorector(F0,Fn,P,q0,q1,Tangent,dFpdF,dFedF,dpdF,stiff);
const STensor3 &Fp = q1->getConstRefToFp();
@@ -87,8 +87,8 @@ void mlawLocalDamageJ2Hyper::constitutive(const STensor3& F0,const STensor3& Fn,
double ene = q1->defoEnergy();
- if (q0->damageIsBlocked()){
- q1->blockDamage(true);
+ if (q0->dissipationIsBlocked()){
+ q1->blockDissipation(true);
//if (1){
// at bulk elelent when damage is blocked
// damage stop increasing
@@ -100,20 +100,20 @@ void mlawLocalDamageJ2Hyper::constitutive(const STensor3& F0,const STensor3& Fn,
curDama.getRefToMaximalP() = q1->getMaximalP();
//Msg::Info("bulk damage stops increasing = %e",ipvcur->getDamage());
- q1->activeDamage(false);
+ q1->getRefToDissipationActive() = (false);
}
else{
// compute damage for ipcur
- damLaw->computeDamage(q1->getCurrentPlasticStrain(),q0->getCurrentPlasticStrain(),
+ damLaw->computeDamage(q1->getConstRefToEquivalentPlasticStrain(),q0->getConstRefToEquivalentPlasticStrain(),
ene, Fe, Fp, Peff, Cel,
q0->getConstRefToIPDamage(),q1->getRefToIPDamage());
// check active damage
- if ((q1->getDamage() > q0->getDamage()) and (q1->getCurrentPlasticStrain() > q0->getCurrentPlasticStrain())){
- q1->activeDamage(true);
+ if ((q1->getDamage() > q0->getDamage()) and (q1->getConstRefToEquivalentPlasticStrain() > q0->getConstRefToEquivalentPlasticStrain())){
+ q1->getRefToDissipationActive() = (true);
}
else{
- q1->activeDamage(false);
+ q1->getRefToDissipationActive() = (false);
}
}
diff --git a/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.h b/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.h
index f8864036b73c3f28d133ad76760a58d82126af13..1d51d0e8b22820b567a4c7cbdb64c38c977e9c1f 100644
--- a/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.h
+++ b/NonLinearSolver/materialLaw/mlawLocalDamageJ2Hyper.h
@@ -34,7 +34,6 @@ class mlawLocalDamageJ2Hyper : public mlawJ2linear
virtual materialLaw* clone() const {return new mlawLocalDamageJ2Hyper(*this);};
// function of materialLaw
virtual matname getType() const{return materialLaw::localDamageJ2Hyper;}
- virtual bool withDamage() const {return true;};
virtual bool withEnergyDissipation() const {return true;};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamage.h b/NonLinearSolver/materialLaw/mlawNonLocalDamage.h
index 1896caffb7da0d6cd8f1d6f26f073f29710821a1..8d7c1651da5733ccd612e85806d4b410b64bfce1 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamage.h
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamage.h
@@ -64,7 +64,6 @@ class mlawNonLocalDamage : public materialLawWithDamage
Msg::Error("Cannot be called");
}
- virtual bool withDamage() const {return true;};
virtual bool withEnergyDissipation() const {return true;};
virtual void createIPState(IPNonLocalDamage *ivi, IPNonLocalDamage *iv1, IPNonLocalDamage *iv2) const;
virtual void createIPVariable(IPNonLocalDamage *&ipv,const MElement *ele,const int nbFF, const IntPt *GP, const int gpt) const;
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamageGurson.h b/NonLinearSolver/materialLaw/mlawNonLocalDamageGurson.h
index a8a88b7b05ece9992f4447408bb864c301b0c19b..fd75da5ab8471e9bcd2a3838e72a59e6d394be0a 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamageGurson.h
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamageGurson.h
@@ -143,7 +143,6 @@ public:
// Function of materialLaw
virtual matname getType() const{return materialLaw::nonLocalDamageGurson;}
- virtual bool withDamage() const {return true;};
virtual void createIPState(IPNonLocalDamageGurson *ivi, IPNonLocalDamageGurson *iv1, IPNonLocalDamageGurson *iv2) const;
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPNonLocalDamageGurson *&ipv) const;
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.cpp b/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.cpp
index 92aa89c7a6edc5760a2400eec679866294c80eca..dac34f789f055b097cb1d94fa500efecfea20d7f 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.cpp
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.cpp
@@ -11,27 +11,13 @@
#include "mlawNonLocalDamageHyperelastic.h"
-mlawNonLocalDamageQuadYieldHyper::mlawNonLocalDamageQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double tol, const bool matrixbyPerturbation, const double pert):
- mlawQuadYieldHyper(num,E,nu,rho,tol,matrixbyPerturbation,pert),cLLaw(NULL),damLaw(NULL){
+mlawNonLocalDamagePowerYieldHyper::mlawNonLocalDamagePowerYieldHyper(const int num,const double E,const double nu, const double rho,
+ const double tol, const bool matrixbyPerturbation , const double pert):
+ mlawPowerYieldHyper(num,E,nu,rho,tol,matrixbyPerturbation,pert),cLLaw(NULL),damLaw(NULL){};
-}
-mlawNonLocalDamageQuadYieldHyper::mlawNonLocalDamageQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const J2IsotropicHardening &ss,
- const CLengthLaw &_cLLaw,
- const DamageLaw &_damLaw,
- const double tol,
- const bool matrixbyPerturbation, const double pert):
- mlawQuadYieldHyper(num,E,nu,rho,sc,st,ss,tol,matrixbyPerturbation,pert){
- cLLaw = _cLLaw.clone();
- damLaw = _damLaw.clone();
-};
-mlawNonLocalDamageQuadYieldHyper::mlawNonLocalDamageQuadYieldHyper(const mlawNonLocalDamageQuadYieldHyper &source):
- mlawQuadYieldHyper(source){
+mlawNonLocalDamagePowerYieldHyper::mlawNonLocalDamagePowerYieldHyper(const mlawNonLocalDamagePowerYieldHyper &source):mlawPowerYieldHyper(source){
cLLaw = NULL;
damLaw = NULL;
if(source.cLLaw != NULL)
@@ -41,68 +27,60 @@ mlawNonLocalDamageQuadYieldHyper::mlawNonLocalDamageQuadYieldHyper(const mlawNon
if(source.damLaw != NULL)
{
damLaw=source.damLaw->clone();
- }
+ };
+}
+
+void mlawNonLocalDamagePowerYieldHyper::setCLengthLaw(const CLengthLaw &_cLLaw){
+ if (cLLaw) delete cLLaw;
+ cLLaw = _cLLaw.clone();
};
-mlawNonLocalDamageQuadYieldHyper& mlawNonLocalDamageQuadYieldHyper::operator=(const materialLaw &source){
- mlawQuadYieldHyper::operator=(source);
- const mlawNonLocalDamageQuadYieldHyper* src = dynamic_cast<const mlawNonLocalDamageQuadYieldHyper*>(&source);
- if(src != NULL)
- {
- if(cLLaw != NULL) delete cLLaw; cLLaw = NULL;
- if(src->cLLaw != NULL)
- {
- cLLaw=src->cLLaw->clone();
- }
- if(damLaw != NULL) delete damLaw; damLaw = NULL;
- if(src->damLaw != NULL)
- {
- damLaw=src->damLaw->clone();
- }
- }
- return *this;
+void mlawNonLocalDamagePowerYieldHyper::setDamageLaw(const DamageLaw &_damLaw){
+ if (damLaw) delete damLaw;
+ damLaw = _damLaw.clone();
};
-mlawNonLocalDamageQuadYieldHyper::~mlawNonLocalDamageQuadYieldHyper(){
+
+mlawNonLocalDamagePowerYieldHyper::~mlawNonLocalDamagePowerYieldHyper(){
if (cLLaw!= NULL) delete cLLaw;
if (damLaw!= NULL) delete damLaw;
};
-void mlawNonLocalDamageQuadYieldHyper::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
+void mlawNonLocalDamagePowerYieldHyper::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
{
- IPVariable* ipvi = new IPNonLocalDamageHyperelasic(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
- IPVariable* ipv1 = new IPNonLocalDamageHyperelasic(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
- IPVariable* ipv2 = new IPNonLocalDamageHyperelasic(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
+ IPVariable* ipvi = new IPHyperViscoElastoPlasticNonLocalDamage(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
+ IPVariable* ipv1 = new IPHyperViscoElastoPlasticNonLocalDamage(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
+ IPVariable* ipv2 = new IPHyperViscoElastoPlasticNonLocalDamage(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
if(ips != NULL) delete ips;
ips = new IP3State(state_,ipvi,ipv1,ipv2);
}
-void mlawNonLocalDamageQuadYieldHyper::createIPState(IPNonLocalDamageHyperelasic *ivi, IPNonLocalDamageHyperelasic *iv1, IPNonLocalDamageHyperelasic *iv2) const
+void mlawNonLocalDamagePowerYieldHyper::createIPState(IPHyperViscoElastoPlasticNonLocalDamage *ivi, IPHyperViscoElastoPlasticNonLocalDamage *iv1, IPHyperViscoElastoPlasticNonLocalDamage *iv2) const
{
}
-void mlawNonLocalDamageQuadYieldHyper::createIPVariable(IPNonLocalDamageHyperelasic *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const
+void mlawNonLocalDamagePowerYieldHyper::createIPVariable(IPHyperViscoElastoPlasticNonLocalDamage *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const
{
}
-double mlawNonLocalDamageQuadYieldHyper::soundSpeed() const
+double mlawNonLocalDamagePowerYieldHyper::soundSpeed() const
{
- return mlawQuadYieldHyper::soundSpeed();
+ return mlawPowerYieldHyper::soundSpeed();
}
-void mlawNonLocalDamageQuadYieldHyper::constitutive(const STensor3& F0,const STensor3& Fn,STensor3 &P,const IPNonLocalDamageHyperelasic *q0,
- IPNonLocalDamageHyperelasic *q1,STensor43 &Tangent,
+void mlawNonLocalDamagePowerYieldHyper::constitutive(const STensor3& F0,const STensor3& Fn,STensor3 &P,const IPHyperViscoElastoPlasticNonLocalDamage *q0,
+ IPHyperViscoElastoPlasticNonLocalDamage *q1,STensor43 &Tangent,
const bool stiff) const
{
- mlawQuadYieldHyper::constitutive(F0,Fn,P,q0,q1,Tangent,stiff);
+ mlawPowerYieldHyper::constitutive(F0,Fn,P,q0,q1,Tangent,stiff);
}
-void mlawNonLocalDamageQuadYieldHyper::constitutive(
+void mlawNonLocalDamagePowerYieldHyper::constitutive(
const STensor3& F0, // initial deformation gradient (input @ time n)
const STensor3& Fn, // updated deformation gradient (input @ time n+1)
STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
// contains the initial values on input
- const IPNonLocalDamageHyperelasic *ipvprev, // array of initial internal variable
- IPNonLocalDamageHyperelasic *ipvcur, // updated array of internal variable (in ipvcur on output),
+ const IPHyperViscoElastoPlasticNonLocalDamage *ipvprev, // array of initial internal variable
+ IPHyperViscoElastoPlasticNonLocalDamage *ipvcur, // updated array of internal variable (in ipvcur on output),
STensor43 &Tangent, // constitutive tangents (output)
STensor3 &dLocalPlasticStrainDStrain,
STensor3 &dStressDNonLocalPlasticStrain,
@@ -112,20 +90,18 @@ void mlawNonLocalDamageQuadYieldHyper::constitutive(
{
double p0 = ipvprev->getCurrentPlasticStrain();
cLLaw->computeCL(p0, ipvcur->getRefToIPCLength());
+
+ static STensor43 dFedF, dFpdF;
+ static STensor3 Peff;
+ mlawPowerYieldHyper::predictorCorrector(Fn,ipvprev,ipvcur,Peff,stiff,Tangent,dFedF,dFpdF);
-
- mlawQuadYieldHyper::constitutive(F0,Fn,P,ipvprev,ipvcur,Tangent,stiff);
-
- const STensor43& dFpdF = ipvcur->_DFpDF;
const STensor3& Fe = ipvcur->_Fe;
- const STensor43& dFedF = ipvcur->_DFeDF;
const STensor3& dgammadF = ipvcur->_DgammaDF;
-
const STensor3 &Fp = ipvcur->getConstRefToFp();
+
double ene = ipvcur->defoEnergy();
//Msg::Info("enery = %e",ene);
- STensor3 Peff(P);
damLaw->computeDamage(ipvcur->getEffectivePlasticStrain(),
ipvprev->getEffectivePlasticStrain(),
ene, Fe, Fp, Peff, Cel,
@@ -133,13 +109,12 @@ void mlawNonLocalDamageQuadYieldHyper::constitutive(
double D = ipvcur->getDamage();
+ P = Peff;
P*=(1.-D);
+
if(stiff)
{
- const STensor3 &Fp0 = ipvprev->getConstRefToFp();
- ipvcur->getRefToDLocalPlasticStrainDStrain() = dgammadF;
-
// we need to correct partial P/partial F: (1-D) partial P/partial F - Peff otimes partial D partial F
Tangent*=(1.-D);
@@ -165,233 +140,183 @@ void mlawNonLocalDamageQuadYieldHyper::constitutive(
// partial p/partial F
- dLocalPlasticStrainDStrain = ipvcur->getConstRefToDLocalPlasticStrainDStrain();
+ dLocalPlasticStrainDStrain = dgammadF;
// -hat{P} partial D/partial tilde p
dStressDNonLocalPlasticStrain = Peff*(-1*ipvcur->getDDamageDp());
// partial p partial tilde p (0 if no MFH)
- ipvcur->getRefToDLocalPlasticStrainDNonLocalPlasticStrain()=0;
- dLocalPlasticStrainDNonLocalPlasticStrain = ipvcur->getDLocalPlasticStrainDNonLocalPlasticStrain();
+ dLocalPlasticStrainDNonLocalPlasticStrain = 0.;
}
}
-mlawNonLocalDamagePowerYieldHyper::mlawNonLocalDamagePowerYieldHyper(const int num,const double E,const double nu, const double rho,
+mlawLocalDamagePowerYieldHyperWithFailure::mlawLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
const double tol, const bool matrixbyPerturbation , const double pert):
- mlawPowerYieldHyper(num,E,nu,rho,tol,matrixbyPerturbation,pert),cLLaw(NULL),damLaw(NULL){};
-mlawNonLocalDamagePowerYieldHyper::mlawNonLocalDamagePowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const CLengthLaw &_cLLaw,
- const DamageLaw &_damLaw,
- const double tol,
- const bool matrixbyPerturbation, const double pert):
- mlawPowerYieldHyper(num,E,nu,rho,sc,st,tol,matrixbyPerturbation,pert){
- cLLaw = _cLLaw.clone();
- damLaw = _damLaw.clone();
+ mlawPowerYieldHyperWithFailure(num,E,nu,rho,tol,matrixbyPerturbation,pert), _saturated(false){};
+
+void mlawLocalDamagePowerYieldHyperWithFailure::clearAllDamageLaw(){
+ for (int i=0; i< damLaw.size(); i++){
+ if (damLaw[i]!= NULL) delete damLaw[i];
+ }
+ damLaw.clear();
};
-mlawNonLocalDamagePowerYieldHyper::mlawNonLocalDamagePowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening &kin,
- const CLengthLaw &_cLLaw,
- const DamageLaw &_damLaw,
- const double tol,
- const bool matrixbyPerturbation, const double pert):
- mlawPowerYieldHyper(num,E,nu,rho,sc,st,kin,tol,matrixbyPerturbation,pert){
- cLLaw = _cLLaw.clone();
- damLaw = _damLaw.clone();
+void mlawLocalDamagePowerYieldHyperWithFailure::setDamageLaw(const DamageLaw &_damLaw){
+ damLaw.push_back(_damLaw.clone());
};
-mlawNonLocalDamagePowerYieldHyper::mlawNonLocalDamagePowerYieldHyper(const mlawNonLocalDamagePowerYieldHyper &source):mlawPowerYieldHyper(source){
- cLLaw = NULL;
- damLaw = NULL;
- if(source.cLLaw != NULL)
- {
- cLLaw=source.cLLaw->clone();
+mlawLocalDamagePowerYieldHyperWithFailure::mlawLocalDamagePowerYieldHyperWithFailure(const mlawLocalDamagePowerYieldHyperWithFailure &source):
+ mlawPowerYieldHyperWithFailure(source),_saturated(source._saturated){
+ damLaw.clear();
+ for (int i=0; i< source.damLaw.size(); i++){
+ if(source.damLaw[i] != NULL)
+ {
+ damLaw.push_back(source.damLaw[i]->clone());
+ };
}
- if(source.damLaw != NULL)
- {
- damLaw=source.damLaw->clone();
- };
}
-mlawNonLocalDamagePowerYieldHyper& mlawNonLocalDamagePowerYieldHyper::operator=(const materialLaw &source){
- mlawPowerYieldHyper::operator=(source);
- const mlawNonLocalDamagePowerYieldHyper* src = dynamic_cast<const mlawNonLocalDamagePowerYieldHyper*>(&source);
- if(src != NULL)
- {
- if(cLLaw != NULL) delete cLLaw; cLLaw = NULL;
- if(src->cLLaw != NULL)
- {
- cLLaw=src->cLLaw->clone();
- }
- if(damLaw != NULL) delete damLaw; damLaw = NULL;
- if(src->damLaw != NULL)
- {
- damLaw=src->damLaw->clone();
- }
+mlawLocalDamagePowerYieldHyperWithFailure::~mlawLocalDamagePowerYieldHyperWithFailure(){
+ for (int i=0; i< damLaw.size(); i++){
+ if (damLaw[i]!= NULL) delete damLaw[i];
}
- return *this;
-};
-mlawNonLocalDamagePowerYieldHyper::~mlawNonLocalDamagePowerYieldHyper(){
- if (cLLaw!= NULL) delete cLLaw;
- if (damLaw!= NULL) delete damLaw;
+ damLaw.clear();
};
-void mlawNonLocalDamagePowerYieldHyper::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
+void mlawLocalDamagePowerYieldHyperWithFailure::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
{
- IPVariable* ipvi = new IPNonLocalDamageHyperelasic(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
- IPVariable* ipv1 = new IPNonLocalDamageHyperelasic(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
- IPVariable* ipv2 = new IPNonLocalDamageHyperelasic(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
+ IPVariable* ipvi = new IPHyperViscoElastoPlasticMultipleLocalDamage(_compression,_traction,_shear,_kinematic,_N,damLaw);
+ IPVariable* ipv1 = new IPHyperViscoElastoPlasticMultipleLocalDamage(_compression,_traction,_shear,_kinematic,_N,damLaw);
+ IPVariable* ipv2 = new IPHyperViscoElastoPlasticMultipleLocalDamage(_compression,_traction,_shear,_kinematic,_N,damLaw);
if(ips != NULL) delete ips;
ips = new IP3State(state_,ipvi,ipv1,ipv2);
}
-void mlawNonLocalDamagePowerYieldHyper::createIPState(IPNonLocalDamageHyperelasic *ivi, IPNonLocalDamageHyperelasic *iv1, IPNonLocalDamageHyperelasic *iv2) const
+void mlawLocalDamagePowerYieldHyperWithFailure::createIPState(IPHyperViscoElastoPlasticMultipleLocalDamage *ivi, IPHyperViscoElastoPlasticMultipleLocalDamage *iv1, IPHyperViscoElastoPlasticMultipleLocalDamage *iv2) const
{
}
-void mlawNonLocalDamagePowerYieldHyper::createIPVariable(IPNonLocalDamageHyperelasic *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const
+void mlawLocalDamagePowerYieldHyperWithFailure::createIPVariable(IPHyperViscoElastoPlasticMultipleLocalDamage *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const
{
}
-double mlawNonLocalDamagePowerYieldHyper::soundSpeed() const
+double mlawLocalDamagePowerYieldHyperWithFailure::soundSpeed() const
{
- return mlawPowerYieldHyper::soundSpeed();
-}
-
-void mlawNonLocalDamagePowerYieldHyper::constitutive(const STensor3& F0,const STensor3& Fn,STensor3 &P,const IPNonLocalDamageHyperelasic *q0,
- IPNonLocalDamageHyperelasic *q1,STensor43 &Tangent,
- const bool stiff) const
-{
- mlawPowerYieldHyper::constitutive(F0,Fn,P,q0,q1,Tangent,stiff);
+ return mlawPowerYieldHyperWithFailure::soundSpeed();
}
-void mlawNonLocalDamagePowerYieldHyper::constitutive(
+void mlawLocalDamagePowerYieldHyperWithFailure::constitutive(
const STensor3& F0, // initial deformation gradient (input @ time n)
const STensor3& Fn, // updated deformation gradient (input @ time n+1)
STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- // contains the initial values on input
- const IPNonLocalDamageHyperelasic *ipvprev, // array of initial internal variable
- IPNonLocalDamageHyperelasic *ipvcur, // updated array of internal variable (in ipvcur on output),
+ const IPHyperViscoElastoPlasticMultipleLocalDamage *ipvprev, // array of initial internal variable
+ IPHyperViscoElastoPlasticMultipleLocalDamage *ipvcur, // updated array of internal variable (in ipvcur on output),
STensor43 &Tangent, // constitutive tangents (output)
- STensor3 &dLocalPlasticStrainDStrain,
- STensor3 &dStressDNonLocalPlasticStrain,
- double &dLocalPlasticStrainDNonLocalPlasticStrain,
const bool stiff // if true compute the tangents
) const
{
- double p0 = ipvprev->getCurrentPlasticStrain();
- cLLaw->computeCL(p0, ipvcur->getRefToIPCLength());
-
- mlawPowerYieldHyper::constitutive(F0,Fn,P,ipvprev,ipvcur,Tangent,stiff);
+ if (isSaturatedHardening()){
+ // saturate when defined critical for damage law
+ if (ipvprev->getDamage(1) >= damLaw[1]->getCriticalDamage()){
+ ipvcur->saturateHardening(ipvprev);
+ }
+ }
+ static STensor43 dFedF, dFpdF;
+ static STensor3 Peff;
+ mlawPowerYieldHyperWithFailure::predictorCorrector(Fn,ipvprev,ipvcur,Peff,stiff,Tangent,dFedF,dFpdF);
- const STensor43& dFpdF = ipvcur->_DFpDF;
+ // get result from effective law
const STensor3& Fe = ipvcur->_Fe;
- const STensor43& dFedF = ipvcur->_DFeDF;
const STensor3& dgammadF = ipvcur->_DgammaDF;
-
-
const STensor3 &Fp = ipvcur->getConstRefToFp();
-
+ const STensor3& dgFdF = ipvcur->getConstRefToDFailurePlasticityDF();
+
double ene = ipvcur->defoEnergy();
//Msg::Info("enery = %e",ene);
- STensor3 Peff(P);
- damLaw->computeDamage(ipvcur->getEffectivePlasticStrain(),
- ipvprev->getEffectivePlasticStrain(),
+ // saturation damage always develops
+ damLaw[0]->computeDamage(ipvcur->getConstRefToEqPlasticStrain(),
+ ipvprev->getConstRefToEqPlasticStrain(),
ene, Fe, Fp, Peff, Cel,
- ipvprev->getConstRefToIPDamage(),ipvcur->getRefToIPDamage());
+ ipvprev->getConstRefToIPDamage(0),ipvcur->getRefToIPDamage(0));
- double D = ipvcur->getDamage();
- P*=(1.-D);
+ if (ipvprev->getDamage(1) < ipvcur->getCriticalDamage()){
+ // set for current critical damage
+ ipvcur->setCriticalDamage(ipvcur->getCriticalDamage());
+ // damage evolution
+ damLaw[1]->computeDamage(ipvcur->getFailurePlasticity(),
+ ipvprev->getFailurePlasticity(),
+ ene, Fe, Fp, Peff, Cel,
+ ipvprev->getConstRefToIPDamage(1),ipvcur->getRefToIPDamage(1));
+ }
+ else{
+ // damage stop increasing
+ STensor3 dDDFe(0.);
+ IPDamage& curDama1 = ipvcur->getRefToIPDamage(1);
+ curDama1.setValues(ipvprev->getDamage(1),ipvcur->getMaximalP(1),0.,0.,dDDFe);
+ }
+
+
+ // computue total softening
+ double D1 = ipvcur->getDamage(0);
+ double D2 = ipvcur->getDamage(1);
+ double D = 1. - (1.- D1)*(1.-D2);
+ P = Peff;
+ P*= (1.- D);
if(stiff)
{
- const STensor3 &Fp0 = ipvprev->getConstRefToFp();
- ipvcur->getRefToDLocalPlasticStrainDStrain() = dgammadF;
-
// we need to correct partial P/partial F: (1-D) partial P/partial F - Peff otimes partial D partial F
Tangent*=(1.-D);
- for(int i=0;i<3;i++)
- {
- for(int j=0;j<3;j++)
- {
- for(int k=0;k<3;k++)
- {
- for(int l=0;l<3;l++)
- {
- for(int m=0; m<3; m++)
- {
- for(int n=0; n<3; n++)
- {
- Tangent(i,j,k,l)-=Peff(i,j)*ipvcur->getConstRefToDDamageDFe()(m,n)*dFedF(m,n,k,l);
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ Tangent(i,j,k,l)-=Peff(i,j)*(ipvcur->getDDamageDp(0)*dgammadF(k,l)*(1.- D2)+(1.-D1)*ipvcur->getDDamageDp(1)*dgFdF(k,l));
+ for(int m=0; m<3; m++){
+ for(int n=0; n<3; n++){
+ Tangent(i,j,k,l)-=Peff(i,j)*((1.-D2)*ipvcur->getConstRefToDDamageDFe(0)(m,n) +(1.-D1)*ipvcur->getConstRefToDDamageDFe(1)(m,n)) *dFedF(m,n,k,l);
}
}
}
}
}
}
-
-
- // partial p/partial F
- dLocalPlasticStrainDStrain = ipvcur->getConstRefToDLocalPlasticStrainDStrain();
-
- // -hat{P} partial D/partial tilde p
- dStressDNonLocalPlasticStrain = Peff*(-1*ipvcur->getDDamageDp());
-
- // partial p partial tilde p (0 if no MFH)
- ipvcur->getRefToDLocalPlasticStrainDNonLocalPlasticStrain()=0;
- dLocalPlasticStrainDNonLocalPlasticStrain = ipvcur->getDLocalPlasticStrainDNonLocalPlasticStrain();
-
}
-
}
+
+
mlawNonLocalDamagePowerYieldHyperWithFailure::mlawNonLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
const double tol, const bool matrixbyPerturbation , const double pert):
mlawPowerYieldHyperWithFailure(num,E,nu,rho,tol,matrixbyPerturbation,pert), _saturated(false){};
-mlawNonLocalDamagePowerYieldHyperWithFailure::mlawNonLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const CLengthLaw &_cLLaw1, const CLengthLaw &_cLLaw2,
- const DamageLaw &_damLaw1,const DamageLaw &_damLaw2,
- const double tol,
- const bool matrixbyPerturbation, const double pert):
- mlawPowerYieldHyperWithFailure(num,E,nu,rho,sc,st,tol,matrixbyPerturbation,pert), _saturated(false){
- cLLaw.clear();
- damLaw.clear();
- cLLaw.push_back(_cLLaw1.clone());
- cLLaw.push_back(_cLLaw2.clone());
- damLaw.push_back(_damLaw1.clone());
- damLaw.push_back(_damLaw2.clone());
-};
-mlawNonLocalDamagePowerYieldHyperWithFailure::mlawNonLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening &kin,
- const CLengthLaw &_cLLaw1, const CLengthLaw &_cLLaw2,
- const DamageLaw &_damLaw1, const DamageLaw &_damLaw2,
- const double tol,
- const bool matrixbyPerturbation, const double pert):
- mlawPowerYieldHyperWithFailure(num,E,nu,rho,sc,st,kin,tol,matrixbyPerturbation,pert),_saturated(false){
+void mlawNonLocalDamagePowerYieldHyperWithFailure::clearAllCLengthLaw(){
+ for (int i=0; i< cLLaw.size(); i++){
+ if (cLLaw[i]!= NULL) delete cLLaw[i];
+ }
cLLaw.clear();
+};
+void mlawNonLocalDamagePowerYieldHyperWithFailure::clearAllDamageLaw(){
+ for (int i=0; i< damLaw.size(); i++){
+ if (damLaw[i]!= NULL) delete damLaw[i];
+ }
damLaw.clear();
- cLLaw.push_back(_cLLaw1.clone());
- cLLaw.push_back(_cLLaw2.clone());
- damLaw.push_back(_damLaw1.clone());
- damLaw.push_back(_damLaw2.clone());
+};
+
+void mlawNonLocalDamagePowerYieldHyperWithFailure::setCLengthLaw(const CLengthLaw &_cLLaw){
+ cLLaw.push_back(_cLLaw.clone());
+};
+void mlawNonLocalDamagePowerYieldHyperWithFailure::setDamageLaw(const DamageLaw &_damLaw){
+ damLaw.push_back(_damLaw.clone());
};
mlawNonLocalDamagePowerYieldHyperWithFailure::mlawNonLocalDamagePowerYieldHyperWithFailure(const mlawNonLocalDamagePowerYieldHyperWithFailure &source):
@@ -411,32 +336,6 @@ mlawNonLocalDamagePowerYieldHyperWithFailure::mlawNonLocalDamagePowerYieldHyperW
}
}
-mlawNonLocalDamagePowerYieldHyperWithFailure& mlawNonLocalDamagePowerYieldHyperWithFailure::operator=(const materialLaw &source){
- mlawPowerYieldHyperWithFailure::operator=(source);
- const mlawNonLocalDamagePowerYieldHyperWithFailure* src = dynamic_cast<const mlawNonLocalDamagePowerYieldHyperWithFailure*>(&source);
- if(src != NULL)
- {
- for (int i=0; i< cLLaw.size(); i++){
- if(cLLaw[i] != NULL) delete cLLaw[i];
- if(damLaw[i] != NULL) delete damLaw[i];
- }
- cLLaw.clear();
- damLaw.clear();
-
- for (int i=0; i< src->cLLaw.size(); i++){
- if(src->cLLaw[i] != NULL)
- {
- cLLaw.push_back(src->cLLaw[i]->clone());
- }
-
- if(src->damLaw[i] != NULL)
- {
- damLaw.push_back(src->damLaw[i]->clone());
- }
- }
- }
- return *this;
-};
mlawNonLocalDamagePowerYieldHyperWithFailure::~mlawNonLocalDamagePowerYieldHyperWithFailure(){
for (int i=0; i< cLLaw.size(); i++){
if (cLLaw[i]!= NULL) delete cLLaw[i];
@@ -448,17 +347,17 @@ mlawNonLocalDamagePowerYieldHyperWithFailure::~mlawNonLocalDamagePowerYieldHyper
void mlawNonLocalDamagePowerYieldHyperWithFailure::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
{
- IPVariable* ipvi = new IPNonLocalDamageHyperelasicWithFailure(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
- IPVariable* ipv1 = new IPNonLocalDamageHyperelasicWithFailure(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
- IPVariable* ipv2 = new IPNonLocalDamageHyperelasicWithFailure(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
+ IPVariable* ipvi = new IPHyperViscoElastoPlasticMultipleNonLocalDamage(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
+ IPVariable* ipv1 = new IPHyperViscoElastoPlasticMultipleNonLocalDamage(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
+ IPVariable* ipv2 = new IPHyperViscoElastoPlasticMultipleNonLocalDamage(_compression,_traction,_shear,_kinematic,_N,cLLaw,damLaw);
if(ips != NULL) delete ips;
ips = new IP3State(state_,ipvi,ipv1,ipv2);
}
-void mlawNonLocalDamagePowerYieldHyperWithFailure::createIPState(IPNonLocalDamageHyperelasicWithFailure *ivi, IPNonLocalDamageHyperelasicWithFailure *iv1, IPNonLocalDamageHyperelasicWithFailure *iv2) const
+void mlawNonLocalDamagePowerYieldHyperWithFailure::createIPState(IPHyperViscoElastoPlasticMultipleNonLocalDamage *ivi, IPHyperViscoElastoPlasticMultipleNonLocalDamage *iv1, IPHyperViscoElastoPlasticMultipleNonLocalDamage *iv2) const
{
}
-void mlawNonLocalDamagePowerYieldHyperWithFailure::createIPVariable(IPNonLocalDamageHyperelasicWithFailure *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const
+void mlawNonLocalDamagePowerYieldHyperWithFailure::createIPVariable(IPHyperViscoElastoPlasticMultipleNonLocalDamage *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const
{
}
@@ -468,8 +367,8 @@ double mlawNonLocalDamagePowerYieldHyperWithFailure::soundSpeed() const
return mlawPowerYieldHyperWithFailure::soundSpeed();
}
-void mlawNonLocalDamagePowerYieldHyperWithFailure::constitutive(const STensor3& F0,const STensor3& Fn,STensor3 &P,const IPNonLocalDamageHyperelasicWithFailure *q0,
- IPNonLocalDamageHyperelasicWithFailure *q1,STensor43 &Tangent,
+void mlawNonLocalDamagePowerYieldHyperWithFailure::constitutive(const STensor3& F0,const STensor3& Fn,STensor3 &P,const IPHyperViscoElastoPlasticMultipleNonLocalDamage *q0,
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage *q1,STensor43 &Tangent,
const bool stiff) const
{
mlawPowerYieldHyperWithFailure::constitutive(F0,Fn,P,q0,q1,Tangent,stiff);
@@ -479,8 +378,8 @@ void mlawNonLocalDamagePowerYieldHyperWithFailure::constitutive(
const STensor3& F0, // initial deformation gradient (input @ time n)
const STensor3& Fn, // updated deformation gradient (input @ time n+1)
STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- const IPNonLocalDamageHyperelasicWithFailure *ipvprev, // array of initial internal variable
- IPNonLocalDamageHyperelasicWithFailure *ipvcur, // updated array of internal variable (in ipvcur on output),
+ const IPHyperViscoElastoPlasticMultipleNonLocalDamage *ipvprev, // array of initial internal variable
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage *ipvcur, // updated array of internal variable (in ipvcur on output),
STensor43 &Tangent, // constitutive tangents (output)
std::vector<STensor3> &dLocalVariableDStrain,
std::vector<STensor3> &dStressDNonLocalVariable,
@@ -500,27 +399,19 @@ void mlawNonLocalDamagePowerYieldHyperWithFailure::constitutive(
ipvcur->saturateHardening(ipvprev);
}
}
+ static STensor43 dFedF, dFpdF;
+ static STensor3 Peff;
+ mlawPowerYieldHyperWithFailure::predictorCorrector(Fn,ipvprev,ipvcur,Peff,stiff,Tangent,dFedF,dFpdF);
-
- // compute effective law
- mlawPowerYieldHyperWithFailure::constitutive(F0,Fn,P,ipvprev,ipvcur,Tangent,stiff);
// get result from effective law
- const STensor43& dFpdF = ipvcur->_DFpDF;
const STensor3& Fe = ipvcur->_Fe;
- const STensor43& dFedF = ipvcur->_DFeDF;
const STensor3& dgammadF = ipvcur->_DgammaDF;
const STensor3 &Fp = ipvcur->getConstRefToFp();
const STensor3& dgFdF = ipvcur->getConstRefToDFailurePlasticityDF();
-
+
double ene = ipvcur->defoEnergy();
//Msg::Info("enery = %e",ene);
- // effective stress and tangent
- STensor3& Peff = ipvcur->getRefToEffectiveFirstPKStress();
- STensor43& Leff = ipvcur->getRefToEffectiveTangentModuli();
- Peff = P;
- Leff = Tangent;
-
// saturation damage always develops
damLaw[0]->computeDamage(ipvcur->getEffectivePlasticStrain(),
ipvprev->getEffectivePlasticStrain(),
@@ -546,54 +437,85 @@ void mlawNonLocalDamagePowerYieldHyperWithFailure::constitutive(
// computue total softening
- double D1 = ipvcur->getDamage(0);
- double D2 = ipvcur->getDamage(1);
- double D = 1. - (1.- D1)*(1.-D2);
+ double D0 = ipvcur->getDamage(0);
+ double D1 = ipvcur->getDamage(1);
+ double D = 1. - (1.- D0)*(1.-D1);
+ P = Peff;
P*= (1.- D);
-
-
+
+ ipvcur->_elasticEnergy = (1-D)*ene;
+
+
+
+ double Dprev = 1- (1-ipvprev->getDamage(0))*(1-ipvprev->getDamage(1));
+ // dissipation
+ double& irrEnerg = ipvcur->getRefToIrreversibleEnergy();
+ irrEnerg = ipvprev->irreversibleEnergy();
+ irrEnerg += (ene*(D - Dprev));
+
if(stiff)
{
// we need to correct partial P/partial F: (1-D) partial P/partial F - Peff otimes partial D partial F
Tangent*=(1.-D);
- for(int i=0;i<3;i++)
- {
- for(int j=0;j<3;j++)
- {
- for(int k=0;k<3;k++)
- {
- for(int l=0;l<3;l++)
- {
- for(int m=0; m<3; m++)
- {
- for(int n=0; n<3; n++)
- {
- Tangent(i,j,k,l)-=Peff(i,j)*((1.-D2)*ipvcur->getConstRefToDDamageDFe(0)(m,n) +(1.-D1)*ipvcur->getConstRefToDDamageDFe(1)(m,n)) *dFedF(m,n,k,l);
- }
- }
+ static STensor3 dDdF;
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ dDdF(i,j) = 0.;
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ dDdF(i,j)+=((1.-D1)*ipvcur->getConstRefToDDamageDFe(0)(k,l) +(1.-D0)*ipvcur->getConstRefToDDamageDFe(1)(k,l)) *dFedF(k,l,i,j);
}
}
}
}
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ Tangent(i,j,k,l)-=Peff(i,j)*dDdF(k,l);
+ }
+ }
+ }
+ }
+
+
+ dLocalVariableDStrain[0] = dgammadF;
+ dLocalVariableDStrain[1] = dgFdF;
+
// -hat{P} partial D/partial tilde p
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
// partial p/partial F
- dLocalVariableDStrain[0](i,j) = dgammadF(i,j);
- dLocalVariableDStrain[1](i,j) = dgFdF(i,j);
-
- dStressDNonLocalVariable[0](i,j) = -1.*Peff(i,j)*ipvcur->getDDamageDp(0)*(1.- D2);
- dStressDNonLocalVariable[1](i,j) = -1.*Peff(i,j)*(1.-D1)*ipvcur->getDDamageDp(1);
+ dStressDNonLocalVariable[0](i,j) = -1.*Peff(i,j)*ipvcur->getDDamageDp(0)*(1.- D1);
+ dStressDNonLocalVariable[1](i,j) = -1.*Peff(i,j)*(1.-D0)*ipvcur->getDDamageDp(1);
}
}
// partial p partial tilde p (0 if no MFH)
dLocalVariableDNonLocalVariable.setAll(0.);
-
+
+
+ STensor3& DirrEnergDF = ipvcur->getRefToDIrreversibleEnergyDF();
+ DirrEnergDF *= (0.);
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ for(int m=0; m<3; m++){
+ DirrEnergDF(i,j) += (D - Dprev)*Peff(k,m)*Fp(l,m)*dFedF(k,l,i,j);
+ };
+ }
+ }
+ }
+ }
+ DirrEnergDF.daxpy(dDdF,ene);
+
+ ipvcur->getRefToDIrreversibleEnergyDNonLocalVariable(0) = (ene)*(ipvcur->getDDamageDp(0)*(1.- D1));
+ ipvcur->getRefToDIrreversibleEnergyDNonLocalVariable(1) = (ene)*(ipvcur->getDDamageDp(1)*(1.- D0));
+
}
-
}
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.h b/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.h
index 82bf6cb3a8d72f3bd02dc42bfb1023a4fa6c3fe3..c009e6f8de2e95801940416cc3953db781381b01 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.h
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamageHyperelastic.h
@@ -18,73 +18,6 @@
#include "CLengthLaw.h"
#include "DamageLaw.h"
-class mlawNonLocalDamageQuadYieldHyper : public mlawQuadYieldHyper{
- protected:
- CLengthLaw *cLLaw;
- DamageLaw *damLaw;
-
- public:
- mlawNonLocalDamageQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const double tol=1.e-6, const bool matrixbyPerturbation = false, const double pert = 1e-8);
- mlawNonLocalDamageQuadYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const J2IsotropicHardening &ss,
- const CLengthLaw &_cLLaw,
- const DamageLaw &_damLaw,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
-
- #ifndef SWIG
- mlawNonLocalDamageQuadYieldHyper(const mlawNonLocalDamageQuadYieldHyper &source);
- mlawNonLocalDamageQuadYieldHyper& operator=(const materialLaw &source);
- virtual ~mlawNonLocalDamageQuadYieldHyper();
-
- virtual materialLaw* clone() const { return new mlawNonLocalDamageQuadYieldHyper(*this);}
- virtual bool withEnergyDissipation() const {return true;};
-
- // function of materialLaw
- virtual matname getType() const{return materialLaw::nonLocalDamageQuadYieldHyper;}
- virtual bool withDamage() const {return true;};
- virtual void createIPState(IPNonLocalDamageHyperelasic *ivi, IPNonLocalDamageHyperelasic *iv1, IPNonLocalDamageHyperelasic *iv2) const;
- virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
- virtual void createIPVariable(IPNonLocalDamageHyperelasic *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const;
-
- virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}; // this law is initialized so nothing to do
- virtual double soundSpeed() const; // default but you can redefine it for your case
- virtual const CLengthLaw *getCLengthLaw() const {return cLLaw; };
- virtual const DamageLaw *getDamageLaw() const {return damLaw; };
- // specific function
- public:
- virtual void constitutive(
- const STensor3& F0, // initial deformation gradient (input @ time n)
- const STensor3& Fn, // updated deformation gradient (input @ time n+1)
- STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- // contains the initial values on input
- const IPNonLocalDamageHyperelasic *q0, // array of initial internal variable
- IPNonLocalDamageHyperelasic *q1, // updated array of internal variable (in ipvcur on output),
- STensor43 &Tangent, // constitutive tangents (output)
- const bool stiff // if true compute the tangents
- ) const;
-
- virtual void constitutive(
- const STensor3& F0, // initial deformation gradient (input @ time n)
- const STensor3& Fn, // updated deformation gradient (input @ time n+1)
- STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- // contains the initial values on input
- const IPNonLocalDamageHyperelasic *q0, // array of initial internal variable
- IPNonLocalDamageHyperelasic *q1, // updated array of internal variable (in ipvcur on output),
- STensor43 &Tangent, // constitutive tangents (output)
- STensor3 &dLocalPlasticStrainDStrain,
- STensor3 &dStressDNonLocalPlasticStrain,
- double &dLocalPlasticStrainDNonLocalPlasticStrain,
- const bool stiff // if true compute the tangents
- ) const;
-
-
-#endif // SWIG
-};
-
class mlawNonLocalDamagePowerYieldHyper : public mlawPowerYieldHyper{
protected:
CLengthLaw *cLLaw;
@@ -93,35 +26,20 @@ class mlawNonLocalDamagePowerYieldHyper : public mlawPowerYieldHyper{
public:
mlawNonLocalDamagePowerYieldHyper(const int num,const double E,const double nu, const double rho,
const double tol=1.e-6, const bool matrixbyPerturbation = false, const double pert = 1e-8);
- mlawNonLocalDamagePowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const CLengthLaw &_cLLaw,
- const DamageLaw &_damLaw,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
- mlawNonLocalDamagePowerYieldHyper(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening &kin,
- const CLengthLaw &_cLLaw,
- const DamageLaw &_damLaw,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
+ void setCLengthLaw(const CLengthLaw &_cLLaw);
+ void setDamageLaw(const DamageLaw &_damLaw);
#ifndef SWIG
mlawNonLocalDamagePowerYieldHyper(const mlawNonLocalDamagePowerYieldHyper &source);
- mlawNonLocalDamagePowerYieldHyper& operator=(const materialLaw &source);
virtual ~mlawNonLocalDamagePowerYieldHyper();
virtual materialLaw* clone() const { return new mlawNonLocalDamagePowerYieldHyper(*this);}
// function of materialLaw
virtual matname getType() const{return materialLaw::nonLocalDamagePowerYieldHyper;}
- virtual bool withDamage() const {return true;};
- virtual void createIPState(IPNonLocalDamageHyperelasic *ivi, IPNonLocalDamageHyperelasic *iv1, IPNonLocalDamageHyperelasic *iv2) const;
+ virtual void createIPState(IPHyperViscoElastoPlasticNonLocalDamage *ivi, IPHyperViscoElastoPlasticNonLocalDamage *iv1, IPHyperViscoElastoPlasticNonLocalDamage *iv2) const;
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
- virtual void createIPVariable(IPNonLocalDamageHyperelasic *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const;
+ virtual void createIPVariable(IPHyperViscoElastoPlasticNonLocalDamage *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const;
virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}; // this law is initialized so nothing to do
virtual double soundSpeed() const; // default but you can redefine it for your case
@@ -134,8 +52,8 @@ class mlawNonLocalDamagePowerYieldHyper : public mlawPowerYieldHyper{
const STensor3& Fn, // updated deformation gradient (input @ time n+1)
STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
// contains the initial values on input
- const IPNonLocalDamageHyperelasic *q0, // array of initial internal variable
- IPNonLocalDamageHyperelasic *q1, // updated array of internal variable (in ipvcur on output),
+ const IPHyperViscoElastoPlasticNonLocalDamage *q0, // array of initial internal variable
+ IPHyperViscoElastoPlasticNonLocalDamage *q1, // updated array of internal variable (in ipvcur on output),
STensor43 &Tangent, // constitutive tangents (output)
const bool stiff // if true compute the tangents
) const;
@@ -145,8 +63,8 @@ class mlawNonLocalDamagePowerYieldHyper : public mlawPowerYieldHyper{
const STensor3& Fn, // updated deformation gradient (input @ time n+1)
STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
// contains the initial values on input
- const IPNonLocalDamageHyperelasic *q0, // array of initial internal variable
- IPNonLocalDamageHyperelasic *q1, // updated array of internal variable (in ipvcur on output),
+ const IPHyperViscoElastoPlasticNonLocalDamage *q0, // array of initial internal variable
+ IPHyperViscoElastoPlasticNonLocalDamage *q1, // updated array of internal variable (in ipvcur on output),
STensor43 &Tangent, // constitutive tangents (output)
STensor3 &dLocalPlasticStrainDStrain,
STensor3 &dStressDNonLocalPlasticStrain,
@@ -158,6 +76,53 @@ class mlawNonLocalDamagePowerYieldHyper : public mlawPowerYieldHyper{
#endif // SWIG
};
+class mlawLocalDamagePowerYieldHyperWithFailure : public mlawPowerYieldHyperWithFailure{
+ protected:
+ std::vector<DamageLaw*> damLaw;
+ bool _saturated; // saturate after reaching critical state
+
+ public:
+ mlawLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
+ const double tol=1.e-6, const bool matrixbyPerturbation = false, const double pert = 1e-8);
+
+ void clearAllDamageLaw();
+ void setDamageLaw(const DamageLaw &_damLaw);
+
+
+ #ifndef SWIG
+ mlawLocalDamagePowerYieldHyperWithFailure(const mlawLocalDamagePowerYieldHyperWithFailure &source);
+ virtual ~mlawLocalDamagePowerYieldHyperWithFailure();
+
+ virtual materialLaw* clone() const { return new mlawLocalDamagePowerYieldHyperWithFailure(*this);}
+
+ bool isSaturatedHardening() const {return _saturated;};
+ void saturatedHardening(const bool falg) {_saturated = falg;};
+
+ // function of materialLaw
+ virtual matname getType() const{return materialLaw::localDamagePowerYieldHyperWithFailure;}
+ virtual void createIPState(IPHyperViscoElastoPlasticMultipleLocalDamage *ivi, IPHyperViscoElastoPlasticMultipleLocalDamage *iv1, IPHyperViscoElastoPlasticMultipleLocalDamage *iv2) const;
+ virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
+ virtual void createIPVariable(IPHyperViscoElastoPlasticMultipleLocalDamage *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const;
+
+ virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}; // this law is initialized so nothing to do
+ virtual double soundSpeed() const; // default but you can redefine it for your case
+ virtual const std::vector<DamageLaw*>& getDamageLaw() const {return damLaw; };
+ // specific function
+ public:
+
+ virtual void constitutive(
+ const STensor3& F0, // initial deformation gradient (input @ time n)
+ const STensor3& Fn, // updated deformation gradient (input @ time n+1)
+ STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
+ const IPHyperViscoElastoPlasticMultipleLocalDamage *q0, // array of initial internal variable
+ IPHyperViscoElastoPlasticMultipleLocalDamage *q1, // updated array of internal variable (in ipvcur on output),
+ STensor43 &Tangent, // constitutive tangents (output)
+ const bool stiff // if true compute the tangents
+ ) const;
+ #endif // SWIG
+};
+
+
class mlawNonLocalDamagePowerYieldHyperWithFailure : public mlawPowerYieldHyperWithFailure{
protected:
std::vector<CLengthLaw*> cLLaw;
@@ -167,25 +132,15 @@ class mlawNonLocalDamagePowerYieldHyperWithFailure : public mlawPowerYieldHyperW
public:
mlawNonLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
const double tol=1.e-6, const bool matrixbyPerturbation = false, const double pert = 1e-8);
- mlawNonLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const CLengthLaw &_cLLaw1, const CLengthLaw &_cLLaw2,
- const DamageLaw &_damLaw, const DamageLaw &_damLaw2,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
- mlawNonLocalDamagePowerYieldHyperWithFailure(const int num,const double E,const double nu, const double rho,
- const J2IsotropicHardening &sc,
- const J2IsotropicHardening &st,
- const kinematicHardening &kin,
- const CLengthLaw &_cLLaw1, const CLengthLaw &_cLLaw2,
- const DamageLaw &_damLaw1, const DamageLaw &_damLaw2,
- const double tol = 1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
+
+ void clearAllCLengthLaw();
+ void clearAllDamageLaw();
+ void setCLengthLaw(const CLengthLaw &_cLLaw);
+ void setDamageLaw(const DamageLaw &_damLaw);
+
#ifndef SWIG
mlawNonLocalDamagePowerYieldHyperWithFailure(const mlawNonLocalDamagePowerYieldHyperWithFailure &source);
- mlawNonLocalDamagePowerYieldHyperWithFailure& operator=(const materialLaw &source);
virtual ~mlawNonLocalDamagePowerYieldHyperWithFailure();
virtual materialLaw* clone() const { return new mlawNonLocalDamagePowerYieldHyperWithFailure(*this);}
@@ -195,10 +150,9 @@ class mlawNonLocalDamagePowerYieldHyperWithFailure : public mlawPowerYieldHyperW
// function of materialLaw
virtual matname getType() const{return materialLaw::nonLocalDamagePowerYieldHyperWithFailure;}
- virtual bool withDamage() const {return true;};
- virtual void createIPState(IPNonLocalDamageHyperelasicWithFailure *ivi, IPNonLocalDamageHyperelasicWithFailure *iv1, IPNonLocalDamageHyperelasicWithFailure *iv2) const;
+ virtual void createIPState(IPHyperViscoElastoPlasticMultipleNonLocalDamage *ivi, IPHyperViscoElastoPlasticMultipleNonLocalDamage *iv1, IPHyperViscoElastoPlasticMultipleNonLocalDamage *iv2) const;
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
- virtual void createIPVariable(IPNonLocalDamageHyperelasicWithFailure *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const;
+ virtual void createIPVariable(IPHyperViscoElastoPlasticMultipleNonLocalDamage *&ipv,const MElement *ele,const int nbFF,const IntPt *GP, const int gpt) const;
virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}; // this law is initialized so nothing to do
virtual double soundSpeed() const; // default but you can redefine it for your case
@@ -210,8 +164,8 @@ class mlawNonLocalDamagePowerYieldHyperWithFailure : public mlawPowerYieldHyperW
const STensor3& F0, // initial deformation gradient (input @ time n)
const STensor3& Fn, // updated deformation gradient (input @ time n+1)
STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- const IPNonLocalDamageHyperelasicWithFailure *q0, // array of initial internal variable
- IPNonLocalDamageHyperelasicWithFailure *q1, // updated array of internal variable (in ipvcur on output),
+ const IPHyperViscoElastoPlasticMultipleNonLocalDamage *q0, // array of initial internal variable
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage *q1, // updated array of internal variable (in ipvcur on output),
STensor43 &Tangent, // constitutive tangents (output)
const bool stiff // if true compute the tangents
) const;
@@ -220,8 +174,8 @@ class mlawNonLocalDamagePowerYieldHyperWithFailure : public mlawPowerYieldHyperW
const STensor3& F0, // initial deformation gradient (input @ time n)
const STensor3& Fn, // updated deformation gradient (input @ time n+1)
STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
- const IPNonLocalDamageHyperelasicWithFailure *q0, // array of initial internal variable
- IPNonLocalDamageHyperelasicWithFailure *q1, // updated array of internal variable (in ipvcur on output),
+ const IPHyperViscoElastoPlasticMultipleNonLocalDamage *q0, // array of initial internal variable
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage *q1, // updated array of internal variable (in ipvcur on output),
STensor43 &Tangent, // constitutive tangents (output)
std::vector<STensor3> &dLocalVariableDStrain,
std::vector<STensor3> &dStressDNonLocalVariable,
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.cpp b/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.cpp
index ae81f06bdf80c1b09b63945f53a62e7d672d63fe..3246c9b3e23bf7e87f379659617ac08ce2dc9580 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.cpp
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.cpp
@@ -11,6 +11,7 @@
#include "mlawNonLocalDamageIsotropicElasticity.h"
#include <math.h>
#include "MInterfaceElement.h"
+#include "nonLinearMechSolver.h"
mlawNonLocalDamageIsotropicElasticity::mlawNonLocalDamageIsotropicElasticity(const int num,const double rho, const double E,
@@ -217,15 +218,14 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
// - Elastic energy release rate
- q1->getRefToElasticEnergy() = deformationEnergy(epsilon_strains,Peff);
-
+ double effEner = deformationEnergy(epsilon_strains,Peff);
// - Damage computation and transition managing
- if (q0->damageIsBlocked())
+ if (q0->dissipationIsBlocked())
{
// If damage evolution is blocked (ie. bulk near a crack):
// ==> keep damage constant
- q1->blockDamage(true);
+ q1->blockDissipation(true);
q1->setNonLocalToLocal(false);
q1->setCriticalDamage(q0->getCriticalDamage());
IPDamage& curDama = q1->getRefToIPDamage();
@@ -234,14 +234,14 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
curDama.getRefToDDamageDFe() *= 0.;
curDama.getRefToDeltaDamage() = 0;
curDama.getRefToMaximalP() = q0->getMaximalP();
- //Msg::Info("stop damage cur %e prev %e critical cur %e prev %e and flag %e",q1->getDamage(),q0->getDamage(),q1->getCriticalDamage(),q0->getCriticalDamage(),q0->damageIsBlocked());
+ //Msg::Info("stop damage cur %e prev %e critical cur %e prev %e and flag %e",q1->getDamage(),q0->getDamage(),q1->getCriticalDamage(),q0->getCriticalDamage(),q0->dissipationIsBlocked());
q1->activeDamage(false);
}
else
{
// If damage evolution is not blocked,
- q1->blockDamage(false);
+ q1->blockDissipation(false);
// If local transition is allowed: (ie cracked interface)
if (q0->getNonLocalToLocal())
@@ -251,9 +251,9 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
q1->getRefToNonLocalEffectiveStrains() = q0->getNonLocalEffectiveStrains() + (q1->getLocalEffectiveStrains() - q0->getLocalEffectiveStrains());
// q1->setCriticalDamage(q0->getCriticalDamage()); done at cohesive ipv::transfer DatatoBulk
_damLaw->computeDamage(q1->getNonLocalEffectiveStrains(), q0->getNonLocalEffectiveStrains(),
- q1->defoEnergy(), F1, 0., Peff, _ElasticityTensor,
+ effEner, F1, 0., Peff, _ElasticityTensor,
q0->getConstRefToIPDamage(), q1->getRefToIPDamage());
- //Msg::Info("local damage cur %e prev %e critical cur %e prev %e and flag %e",q1->getDamage(),q0->getDamage(),q1->getCriticalDamage(),q0->getCriticalDamage(),q0->damageIsBlocked());
+ //Msg::Info("local damage cur %e prev %e critical cur %e prev %e and flag %e",q1->getDamage(),q0->getDamage(),q1->getCriticalDamage(),q0->getCriticalDamage(),q0->dissipationIsBlocked());
}
else
{
@@ -265,7 +265,7 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
if(q0->getDamage() < q0->getCriticalDamage())
{
_damLaw->computeDamage(q1->getNonLocalEffectiveStrains(), q0->getNonLocalEffectiveStrains(),
- q1->defoEnergy(), F1, 0., Peff, _ElasticityTensor,
+ effEner, F1, 0., Peff, _ElasticityTensor,
q0->getConstRefToIPDamage(), q1->getRefToIPDamage());
}
else
@@ -277,7 +277,7 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
curDama.getRefToDeltaDamage() = 0;
curDama.getRefToMaximalP() = q0->getMaximalP();
}
- //Msg::Info("nl damage cur %e prev %e critical cur %e prev %e and flag %e",q1->getDamage(),q0->getDamage(),q1->getCriticalDamage(),q0->getCriticalDamage(),q0->damageIsBlocked());
+ //Msg::Info("nl damage cur %e prev %e critical cur %e prev %e and flag %e",q1->getDamage(),q0->getDamage(),q1->getCriticalDamage(),q0->getCriticalDamage(),q0->dissipationIsBlocked());
}
@@ -297,7 +297,7 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
// If nonlocal diffusion is restrained (ie. bulk near a crack after crack insertion)
if (_nonLocalLimitingMethod == 1)
{
- if (q0->damageIsBlocked())
+ if (q0->dissipationIsBlocked())
{
// Recopying previous max/critical value and restrained local value if needed
q1->getRefToCriticalEffectiveStrains() = q0->getCriticalEffectiveStrains();
@@ -330,7 +330,7 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
// - Stored energy computation
- q1->getRefToElasticEnergy() *= (1.-D);
+ q1->getRefToElasticEnergy() = effEner*(1-D);
// - Tangent data computation
@@ -401,33 +401,61 @@ void mlawNonLocalDamageIsotropicElasticity::constitutive(
}
+ q1->getRefToDamageEnergy() = q0->damageEnergy() + effEner* (D-q0->getDamage());
+
// Path following only - irreversible energy
// Dissipated energy = previous dissipated energy + Y delta_D
- q1->getRefToIrreversibleEnergy() = q0->irreversibleEnergy() + q1->defoEnergy()/(1.-q1->getDamage()) * (D-q0->getDamage());
- if (stiff)
- {
- if (q0->getNonLocalToLocal())
+ if (this->getMacroSolver()->withPathFollowing()){
+ if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
+ q1->getRefToIrreversibleEnergy() = q1->defoEnergy();
+ }
+ else if ((this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY) or
+ (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DAMAGE_ENERGY)){
+ q1->getRefToIrreversibleEnergy() = q1->damageEnergy();
+
+ }
+ else{
+ q1->getRefToIrreversibleEnergy() = 0.;
+ }
+
+
+ if (stiff)
{
STensor3& DIrrevEnergyDF = q1->getRefToDIrreversibleEnergyDF();
- for (int i=0; i<3; i++)
- {
- for (int j=0; j<3; j++)
+ double& DIrrevEnergyDNonlocalVar = q1->getRefToDIrreversibleEnergyDNonLocalVariable();
+
+ DIrrevEnergyDF = Peff;
+
+ if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
+ DIrrevEnergyDF*= (1.-D);
+ if (q0->getNonLocalToLocal()){
+ DIrrevEnergyDF.daxpy(dLocalEffectiveStrainsDStrains,-q1->getDDamageDp()*effEner);
+ DIrrevEnergyDNonlocalVar = 0.;
+ }
+ else
{
- DIrrevEnergyDF(i,j) = Peff(i,j)*(D-q0->getDamage()) + q1->defoEnergy()/(1.-q1->getDamage())*q1->getDDamageDp()*dLocalEffectiveStrainsDStrains(i,j);
+ DIrrevEnergyDNonlocalVar = -effEner*q1->getDDamageDp();
}
}
- q1->getRefToDIrreversibleEnergyDNonLocalVariable() = 0.;
- dLocalEffectiveStrainsDStrains *= 0.;
- }
- else
- {
- q1->getRefToDIrreversibleEnergyDF() = Peff;
- q1->getRefToDIrreversibleEnergyDF() *= (D-q0->getDamage());
- q1->getRefToDIrreversibleEnergyDNonLocalVariable() = q1->defoEnergy()/(1.-q1->getDamage()) * q1->getDDamageDp();
+ else if ((this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY) or
+ (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DAMAGE_ENERGY)){
+ DIrrevEnergyDF *= (D - q0->getDamage());
+ if (q0->getNonLocalToLocal()){
+ DIrrevEnergyDF.daxpy(dLocalEffectiveStrainsDStrains,q1->getDDamageDp()*effEner);
+ DIrrevEnergyDNonlocalVar = 0.;
+ }
+ else
+ {
+ DIrrevEnergyDNonlocalVar = effEner*q1->getDDamageDp();
+ }
+ }
+ else{
+ DIrrevEnergyDF = 0.;
+ DIrrevEnergyDNonlocalVar = 0.;
+ }
}
}
-
}
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.h b/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.h
index a4c4a340da5fe0b4b04151b02693d7983f501f58..62f6aa5de36b25fbcee0ba21e74ffae7039a23c6 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.h
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamageIsotropicElasticity.h
@@ -48,7 +48,6 @@ public:
// General functions
virtual matname getType() const {return materialLaw::nonLocalDamageIsotropicElasticity;}
- virtual bool withDamage() const {return true;};
virtual bool withEnergyDissipation() const {return true;};
virtual void createIPState(IPStateBase* &ips,const bool* state_ = NULL,const MElement *ele = NULL, const int nbFF_ = 0, const IntPt *GP=NULL, const int gpt=0) const;
virtual void createIPState(IPNonLocalDamageIsotropicElasticity *ivi, IPNonLocalDamageIsotropicElasticity *iv1, IPNonLocalDamageIsotropicElasticity *iv2) const;
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.cpp b/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.cpp
index 267d29500584eb2abbd63f977d844492e53030df..644c7297b7e661dac3a74f449eb852e79892670b 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.cpp
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.cpp
@@ -12,6 +12,7 @@
#include "mlawNonLocalDamageJ2Hyper.h"
#include <math.h>
#include "MInterfaceElement.h"
+#include "nonLinearMechSolver.h"
mlawNonLocalDamageJ2Hyper::mlawNonLocalDamageJ2Hyper(const int num,const double E,const double nu,
const double rho, const J2IsotropicHardening &_j2IH,
@@ -128,13 +129,13 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
const bool stiff // if true compute the tangents
) const
{
- double p0 = ipvprev->getCurrentPlasticStrain();
+ double p0 = ipvprev->getConstRefToEquivalentPlasticStrain();
cLLaw->computeCL(p0, ipvcur->getRefToIPCLength());
static STensor43 dFpdF, dFedF;
static STensor3 Fe, Peff;
static STensor3 Fpinv;
- STensor3 &dpdF=ipvcur->getRefToDLocalPlasticStrainDStrain();
+ static STensor3 dpdF;
mlawJ2linear::predictorCorector(F0,Fn,Peff,ipvprev,ipvcur,Tangent,dFpdF,dFedF,dpdF,stiff);
@@ -144,8 +145,8 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
double ene = ipvcur->defoEnergy();
- if (ipvprev->damageIsBlocked()){
- ipvcur->blockDamage(true);
+ if (ipvprev->dissipationIsBlocked()){
+ ipvcur->blockDissipation(true);
// at bulk elelent when damage is blocked
// damage stop increasing
IPDamage& curDama = ipvcur->getRefToIPDamage();
@@ -155,7 +156,7 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
curDama.getRefToDeltaDamage() = 0;
curDama.getRefToMaximalP() = ipvprev->getMaximalP();
// damage is not active
- ipvcur->activeDamage(false);
+ ipvcur->getRefToDissipationActive() = false;
}
else{
@@ -166,7 +167,7 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
// increment of non-local plastic strain by true plastic strain
// in order to obtain damage continuously developed
ipvcur->getRefToEffectivePlasticStrain() = ipvprev->getEffectivePlasticStrain();
- ipvcur->getRefToEffectivePlasticStrain() += (ipvcur->getCurrentPlasticStrain() - ipvprev->getCurrentPlasticStrain());
+ ipvcur->getRefToEffectivePlasticStrain() += (ipvcur->getConstRefToEquivalentPlasticStrain() - ipvprev->getConstRefToEquivalentPlasticStrain());
// computed damage with current effective plastic strain
damLaw->computeDamage(ipvcur->getEffectivePlasticStrain(),
ipvprev->getEffectivePlasticStrain(),
@@ -187,11 +188,11 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
}
- if (ipvcur->getDamage() > ipvprev->getDamage() and ipvcur->getCurrentPlasticStrain() > ipvprev->getCurrentPlasticStrain()){
- ipvcur->activeDamage(true);
+ if (ipvcur->getDamage() > ipvprev->getDamage() and ipvcur->getConstRefToEquivalentPlasticStrain() > ipvprev->getConstRefToEquivalentPlasticStrain()){
+ ipvcur->getRefToDissipationActive() = true;
}
else{
- ipvcur->activeDamage(false);
+ ipvcur->getRefToDissipationActive() = false;
}
}
@@ -202,25 +203,35 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
// get true PK1 stress from damage and effective PK1 stress
P = Peff;
P*=(1.-D);
- double elEne = (1-D)*ene;
- ipvcur->_elasticEnergy=elEne;
-
- double dp=ipvcur->getCurrentPlasticStrain()-ipvprev->getCurrentPlasticStrain();
- double Sy0 = ipvprev->getConstRefToIPJ2IsotropicHardening().getR();
- double Sy = ipvcur->getConstRefToIPJ2IsotropicHardening().getR();
- double enePrev = ipvprev->_elasticEnergy/(1.- ipvprev->getDamage());
- // compute irreversible energy
- double& dissEnerg = ipvcur->getRefToIrreversibleEnergy();
- dissEnerg = ipvprev->irreversibleEnergy();
- if (this->_pfApproxMethod == mlawJ2linear::Explicit){
- dissEnerg+= (1-D0)*Sy0*dp + enePrev*(D-D0);
- }
- else if (this->_pfApproxMethod == mlawJ2linear::Implicit){
- dissEnerg+= (1-D)*Sy*dp + ene*(D-D0);
- }
- else{
- Msg::Fatal("path following approx method %d has been implemented",this->_pfApproxMethod);
- }
+
+ ipvcur->getRefToElasticEnergy()*= (1.-D);
+ ipvcur->getRefToPlasticPower() *= (1.-D);
+
+ double Sy = ipvcur->getConstRefToIPJ2IsotropicHardening().getR();
+ double H = ipvcur->getConstRefToIPJ2IsotropicHardening().getDR();
+ double Deps = ipvcur->getConstRefToEquivalentPlasticStrain() - ipvprev->getConstRefToEquivalentPlasticStrain();
+ ipvcur->getRefToPlasticEnergy() = (1-D)*Sy*Deps +ipvprev->plasticEnergy();
+ ipvcur->getRefToDamageEnergy() = ene*(D-D0) + ipvprev->damageEnergy();
+
+ if (this->getMacroSolver()->withPathFollowing()){
+ // irreversible energy
+ double& irrEneg = ipvcur->getRefToIrreversibleEnergy();
+ if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
+ irrEneg = ipvcur->defoEnergy();
+ }
+ else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::PLASTIC_ENERGY){
+ irrEneg = ipvcur->plasticEnergy();
+ }
+ else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DAMAGE_ENERGY) {
+ irrEneg = ipvcur->damageEnergy();
+ }
+ else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY){
+ irrEneg = ipvcur->plasticEnergy()+ ipvcur->damageEnergy();
+ }
+ else{
+ irrEneg = 0.;
+ }
+ }
if(stiff)
{
@@ -253,7 +264,7 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
}
// partial p/partial F
- dLocalPlasticStrainDStrain = ipvcur->getConstRefToDLocalPlasticStrainDStrain();
+ dLocalPlasticStrainDStrain = dpdF;
// -hat{P} partial D/partial tilde p
if (ipvprev->getNonLocalToLocal()){
@@ -264,40 +275,105 @@ void mlawNonLocalDamageJ2Hyper::constitutive(
}
// partial p partial tilde p (0 if no MFH)
- ipvcur->getRefToDLocalPlasticStrainDNonLocalPlasticStrain()=0;
- dLocalPlasticStrainDNonLocalPlasticStrain = ipvcur->getDLocalPlasticStrainDNonLocalPlasticStrain();
-
-
- // compute derivative of irreversive energy
- STensor3& DdissEnergDF = ipvcur->getRefToDIrreversibleEnergyDF();
- double& DdissEnergDNonlocalVar = ipvcur->getRefToDIrreversibleEnergyDNonLocalVariable();
-
- if (this->_pfApproxMethod == mlawJ2linear::Explicit){
- DdissEnergDF = dpdF;
- DdissEnergDF *= ((1-D0)*Sy0);
- DdissEnergDF.daxpy(DDamageDF,enePrev);
-
- DdissEnergDNonlocalVar = ipvcur->getDDamageDp();
- DdissEnergDNonlocalVar *= (enePrev);
- }
- else if (this->_pfApproxMethod == mlawJ2linear::Implicit){
- double H = ipvcur->getConstRefToIPJ2IsotropicHardening().getDR();
- DdissEnergDF = Peff;
- DdissEnergDF*= (D-D0);
- double DdissDD = ene - Sy*dp;
- DdissEnergDF.daxpy(DDamageDF,DdissDD);
+ dLocalPlasticStrainDNonLocalPlasticStrain = 0.;
+
+ STensor3& DplasticPowerDF = ipvcur->getRefToDPlasticPowerDF();
+ DplasticPowerDF *= (1-D);
+ DplasticPowerDF.daxpy(DDamageDF,-ipvcur->getConstRefToPlasticPower()/(1.-D));
+
+ if (this->getMacroSolver()->withPathFollowing()){
+ // irreversible energy
+ STensor3& DdissEnergDF = ipvcur->getRefToDIrreversibleEnergyDF();
+ double& DdissEnergDNonlocalVar = ipvcur->getRefToDIrreversibleEnergyDNonLocalVariable();
- double DdissDp = (1-D)*(Sy+H*dp);
- DdissEnergDF.daxpy(dpdF,DdissDp);
+ if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ DdissEnergDF(i,j) = 0.;
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ for (int m=0; m<3; m++){
+ DdissEnergDF(i,j) += Peff(k,m)*Fp(l,m)*dFedF(k,l,i,j)*(1.-D);
+ }
+ }
+ }
+ }
+ }
+ DdissEnergDF.daxpy(DDamageDF,-ene);
+ if (ipvprev->getNonLocalToLocal()){
+ DdissEnergDF.daxpy(dpdF,-ipvcur->getDDamageDp()*ene);
+ DdissEnergDNonlocalVar = 0.;
+ }
+ else{
+ DdissEnergDNonlocalVar = -ipvcur->getDDamageDp()*ene;
+ }
+ }
+ else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::PLASTIC_ENERGY){
+ DdissEnergDF = dpdF;
+ DdissEnergDF *= ((1-D)*(Sy+ H*Deps));
+ DdissEnergDF.daxpy(DDamageDF,-Sy*Deps);
+
+ if (ipvprev->getNonLocalToLocal()){
+ DdissEnergDF.daxpy(dpdF,-ipvcur->getDDamageDp()*Sy*Deps);
+ DdissEnergDNonlocalVar = 0.;
+ }
+ else{
+ DdissEnergDNonlocalVar = -ipvcur->getDDamageDp()*Sy*Deps;
+ }
+ }
+ else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DAMAGE_ENERGY) {
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ DdissEnergDF(i,j) = 0.;
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ for (int m=0; m<3; m++){
+ DdissEnergDF(i,j) += Peff(k,m)*Fp(l,m)*dFedF(k,l,i,j)*(D-D0);
+ }
+ }
+ }
+ }
+ }
+ DdissEnergDF.daxpy(DDamageDF,ene);
+ if (ipvprev->getNonLocalToLocal()){
+ DdissEnergDF.daxpy(dpdF, ipvcur->getDDamageDp()*ene);
+ DdissEnergDNonlocalVar = 0.;
+ }
+ else{
+ DdissEnergDNonlocalVar = ipvcur->getDDamageDp()*ene;
+ }
+
+ }
+ else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY){
+ DdissEnergDF *= (1-D);
+ for(int i=0;i<3;i++){
+ for(int j=0;j<3;j++){
+ for(int k=0;k<3;k++){
+ for(int l=0;l<3;l++){
+ for (int m=0; m<3; m++){
+ DdissEnergDF(i,j) += Peff(k,m)*Fp(l,m)*dFedF(k,l,i,j)*(D-D0);
+ }
+ }
+ }
+ }
+ }
+
+ double DdissDD = ene - Sy*Deps;
+ DdissEnergDF.daxpy(DDamageDF,DdissDD);
+ if (ipvprev->getNonLocalToLocal()){
+ DdissEnergDF.daxpy(dpdF, ipvcur->getDDamageDp()*DdissDD);
+ DdissEnergDNonlocalVar = 0.;
+ }
+ else{
+ DdissEnergDNonlocalVar = ipvcur->getDDamageDp()*DdissDD;
+ }
+ }
+ else{
+ DdissEnergDF *= 0.;
+ DdissEnergDNonlocalVar = 0.;
+ }
-
- DdissEnergDNonlocalVar = ipvcur->getDDamageDp()*DdissDD;
- }
- else{
- Msg::Fatal("path following approx method %d has been implemented",this->_pfApproxMethod);
- }
-
-
+ }
}
}
diff --git a/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.h b/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.h
index 5d2f9517d0c7a0be5427607ec4cca3a49a3c1d0b..da7f12af34a1fc01a9ef70e20a8c297b97fa6059 100644
--- a/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.h
+++ b/NonLinearSolver/materialLaw/mlawNonLocalDamageJ2Hyper.h
@@ -39,7 +39,6 @@ class mlawNonLocalDamageJ2Hyper : public mlawJ2linear
virtual materialLaw* clone() const {return new mlawNonLocalDamageJ2Hyper(*this);}
// function of materialLaw
virtual matname getType() const{return materialLaw::nonLocalDamageJ2Hyper;}
- virtual bool withDamage() const {return true;};
virtual bool withEnergyDissipation() const {return true;};
virtual void createIPState(IPNonLocalDamageJ2Hyper *ivi, IPNonLocalDamageJ2Hyper *iv1, IPNonLocalDamageJ2Hyper *iv2) const;
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
diff --git a/NonLinearSolver/materialLaw/nonLocalDamageLaw.h b/NonLinearSolver/materialLaw/nonLocalDamageLaw.h
index 0ac792a499d90fd28aa5f40045cbe0b14359ac46..6fda3a6500c1689cbbcdbda6c1efb9742ff1efd5 100644
--- a/NonLinearSolver/materialLaw/nonLocalDamageLaw.h
+++ b/NonLinearSolver/materialLaw/nonLocalDamageLaw.h
@@ -27,7 +27,6 @@ class materialLawWithDamage : public materialLaw
virtual matname getType() const=0;
virtual materialLaw* clone() const = 0;
virtual bool withEnergyDissipation() const {return true;};
- virtual bool withDamage() const {return true;};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const=0;
virtual void initLaws(const std::map<int,materialLaw*> &maplaw)=0;
// specific functions
diff --git a/NonLinearSolver/materialLaw/numericalMaterial.cpp b/NonLinearSolver/materialLaw/numericalMaterial.cpp
index f37e879d13ae38166ce91234b24f8a736e88d27e..4ccdf599018b6f05f1ab8499b137999f8d1bf154 100644
--- a/NonLinearSolver/materialLaw/numericalMaterial.cpp
+++ b/NonLinearSolver/materialLaw/numericalMaterial.cpp
@@ -61,7 +61,6 @@ void numericalMaterialBase::distributeMacroIP(const std::vector<int>& allIPNum,
numericalMaterial::numericalMaterial(int tag)
:numericalMaterialBase(),_tag(tag),_numstep(1),_tol(1e-6),_absTol(1e-10),
- _xPeriodicity(0.,0.,0.),_yPeriodicity(0.,0.,0.),_zPeriodicity(0.,0.,0.),
_stressFlag(true),_stressIntegFlag(0), _sameStateCriterion(1e-10),
_tangentFlag(true),_tangentIntegFlag(0),_tangentPerturbation(1.e-7),
_isIterative(true),_stiffModification(true),
@@ -89,10 +88,6 @@ numericalMaterial::numericalMaterial(const numericalMaterial& src):numericalMate
_meshDim = src._meshDim;
_meshOrder = src._meshOrder;
_meshIncomplete = src._meshIncomplete;
-
- _xPeriodicity = src._xPeriodicity;
- _yPeriodicity = src._yPeriodicity;
- _zPeriodicity = src._zPeriodicity; // micro-perioidcity
_stressFlag = src._stressFlag;
_stressIntegFlag = src._stressIntegFlag; // 0- volume, 1-surface
@@ -225,9 +220,7 @@ nonLinearMechSolver* numericalMaterial::createMicroSolver(const int ele, const i
if (_rveVolume >0){
solver->setRVEVolume(_rveVolume);
}
- /**set micro periodicity**/
- solver->setPeriodicity(_xPeriodicity,_yPeriodicity,_zPeriodicity);
-
+
/** set micro BC**/
if (_microBC == NULL){
Msg::Fatal("microscopic BC must be specified to launch multiscale analyses");
@@ -351,27 +344,6 @@ void numericalMaterial::setPerturbationMaterialLawIP(const int ele, const int ip
void numericalMaterial::addPerturbationMaterialLaw(materialLaw* mlaw){
_allPertubationLaw.push_back(mlaw);
}
-// set micro periodicity
-void numericalMaterial::setPeriodicity(const double x, const double y, const double z, const std::string direction){
- if ((direction =="x") or (direction =="X")){
- _xPeriodicity(0) = x;
- _xPeriodicity(1) = y;
- _xPeriodicity(2) = z;
- }
- else if ((direction =="y") or (direction =="Y")){
- _yPeriodicity(0) = x;
- _yPeriodicity(1) = y;
- _yPeriodicity(2) = z;
- }
- else if ((direction =="z") or (direction =="Z")){
- _zPeriodicity(0) = x;
- _zPeriodicity(1) = y;
- _zPeriodicity(2) = z;
- }
- else{
- Msg::Error("periodic geometry must be correctly defined");
- }
-};
void numericalMaterial::addMicroBC(nonLinearMicroBC* bc){
_microBC = bc;
diff --git a/NonLinearSolver/materialLaw/numericalMaterial.h b/NonLinearSolver/materialLaw/numericalMaterial.h
index f5904d5e31ebbed985e59c26134dbe82d1d032b6..632b44d464469f753ea6aaaa7cbbdac5184d13ba 100644
--- a/NonLinearSolver/materialLaw/numericalMaterial.h
+++ b/NonLinearSolver/materialLaw/numericalMaterial.h
@@ -140,8 +140,6 @@ class numericalMaterial : public numericalMaterialBase{
std::set<int> _pertMaterialLawIP; // all perturbed by material law
std::vector<materialLaw*> _allPertubationLaw; // all perturbed law
-
- SVector3 _xPeriodicity, _yPeriodicity, _zPeriodicity; // micro-perioidcity
// initial BCs
std::vector<initialBoundaryCondition> _allInitialBC;
@@ -202,8 +200,6 @@ class numericalMaterial : public numericalMaterialBase{
virtual void addPertutationalMeshIP(const int ele, const int ip, const std::string meshfile);
virtual void setPerturbationMaterialLawIP(const int ele, const int ip);
virtual void addPerturbationMaterialLaw(materialLaw* mlaw);
- // set micro periodicity
- virtual void setPeriodicity(const double x,const double y,const double z, const std::string direction);
// add micro BC
virtual void addMicroBC(nonLinearMicroBC* bc);
// set tolerence for micro newton-raphson
diff --git a/NonLinearSolver/nlsolver/homogenizedData.cpp b/NonLinearSolver/nlsolver/homogenizedData.cpp
index 64bed5a9103c1f69fb878400a24bb8f56e310ea7..88bd995f214f6f4d6f13670bac2dbcc22ac73dc5 100644
--- a/NonLinearSolver/nlsolver/homogenizedData.cpp
+++ b/NonLinearSolver/nlsolver/homogenizedData.cpp
@@ -135,7 +135,7 @@ dfluxVdF(src.dfluxVdF),dfluxVdG(src.dfluxVdG),dfluxVdgradT(src.dfluxVdgradT),dfl
dsrcTdF(src.dsrcTdF),dsrcTdG(src.dsrcTdG),dsrcTdgradT(src.dsrcTdgradT),dsrcTdT(src.dsrcTdT),dsrcTdgradV(src.dsrcTdgradV),
_cohesiveJump(src._cohesiveJump),_cohesiveTraction(src._cohesiveTraction),_lostSolutionUniquenssCriterion(src._lostSolutionUniquenssCriterion),
_isBroken(src._isBroken),_damageVolume(src._damageVolume),_Fdam(src._Fdam),_stressDam(src._stressDam),
-_averageCohesiveBandWidth(src._averageCohesiveBandWidth),_DamageActiveZone(src._DamageActiveZone),
+_averageCohesiveBandWidth(src._averageCohesiveBandWidth),
dCohesivejumpdF(src.dCohesivejumpdF),dCohesivejumpdG(src.dCohesivejumpdG),dCohesivejumpdgradT(src.dCohesivejumpdgradT),
dCohesivejumpdT(src.dCohesivejumpdT),dCohesivejumpdgradV(src.dCohesivejumpdgradV),
dFdamdF(src.dFdamdF),dFdamdG(src.dFdamdG),dFdamdgradT(src.dFdamdgradT),dFdamdT(src.dFdamdT),dFdamdgradV(src.dFdamdgradV),
@@ -186,7 +186,6 @@ homogenizedData& homogenizedData::operator = (const homogenizedData& src){
_Fdam = src._Fdam;
_stressDam = src._stressDam;
_averageCohesiveBandWidth = src._averageCohesiveBandWidth;
- _DamageActiveZone = src._DamageActiveZone;
dCohesivejumpdF = src.dCohesivejumpdF;
dCohesivejumpdG = src.dCohesivejumpdG;
dCohesivejumpdgradT = src.dCohesivejumpdgradT;
@@ -276,9 +275,6 @@ void allFailureFiles::openFiles(const int _enum, const int _gnum, const nonLinea
filename = "E_"+int2str(_enum)+"_GP_"+int2str(_gnum)+"_Fdam.csv";
FDam_File = Tensor11::createFile(filename);
-
- filename = "E_"+int2str(_enum)+"_GP_"+int2str(_gnum)+"_DamageActiveZone.csv";
- DamageActiveZone_File = Tensor11::createFile(filename);
filename = "E_"+int2str(_enum)+"_GP_"+int2str(_gnum)+"_tangentCohesiveJumpDF.csv";
dCohesiveJumpDF_File = Tensor33::createFile(filename);
@@ -290,7 +286,7 @@ void allFailureFiles::dataToFile(const double time, const nonLinearMechSolver* s
};
if (damageVolume_File!=NULL){
- Tensor11::writeData(damageVolume_File,data->getActiveDamageVolume(),time);
+ Tensor11::writeData(damageVolume_File,data->getActiveDissipationVolume(),time);
};
if (cohesiveTraction_File!=NULL){
Tensor13::writeData(cohesiveTraction_File,data->getHomogenizedCohesiveTraction(),time);
@@ -299,11 +295,8 @@ void allFailureFiles::dataToFile(const double time, const nonLinearMechSolver* s
Tensor11::writeData(averageCohesiveBandWidth_File,data->getAverageLocalizationBandWidth(),time);
};
if (FDam_File != NULL){
- Tensor23::writeData(FDam_File,data->getHomogenizedActiveDamageDeformationGradient(),time);
+ Tensor23::writeData(FDam_File,data->getHomogenizedActiveDissipationDeformationGradient(),time);
}
- if (DamageActiveZone_File!=NULL){
- Tensor11::writeData(DamageActiveZone_File,data->getActiveDamage(),time);
- };
if (dCohesiveJumpDF_File!=NULL){
Tensor33::writeData(dCohesiveJumpDF_File,data->getHomogenizedTangentOperator_CohesiveJump_F(),time);
}
diff --git a/NonLinearSolver/nlsolver/homogenizedData.h b/NonLinearSolver/nlsolver/homogenizedData.h
index ab108393f834f9ef7534f2891c272e81b5fe7020..b3f584b69bcfc8d7b60312ac4fddc9b648c334ed 100644
--- a/NonLinearSolver/nlsolver/homogenizedData.h
+++ b/NonLinearSolver/nlsolver/homogenizedData.h
@@ -87,7 +87,6 @@ class homogenizedData {
STensor3 _Fdam; // deformation average over active damage zone
STensor3 _stressDam;
double _averageCohesiveBandWidth;
- double _DamageActiveZone;
STensor33 dCohesivejumpdF;
STensor43 dCohesivejumpdG;
@@ -184,21 +183,18 @@ class homogenizedData {
bool& getBrokenFlag() {return _isBroken;};
const bool& getBrokenFlag() const {return _isBroken;};
- double& getActiveDamageVolume() {return _damageVolume;};
- const double& getActiveDamageVolume() const{return _damageVolume;};
+ double& getActiveDissipationVolume() {return _damageVolume;};
+ const double& getActiveDissipationVolume() const{return _damageVolume;};
- STensor3& getHomogenizedActiveDamageDeformationGradient() {return _Fdam;};
- const STensor3& getHomogenizedActiveDamageDeformationGradient() const {return _Fdam;};
+ STensor3& getHomogenizedActiveDissipationDeformationGradient() {return _Fdam;};
+ const STensor3& getHomogenizedActiveDissipationDeformationGradient() const {return _Fdam;};
- STensor3& getHomogenizedActiveDamageStress() {return _stressDam;};
- const STensor3& getHomogenizedActiveDamageStress() const {return _stressDam;};
+ STensor3& getHomogenizedActiveDissipationStress() {return _stressDam;};
+ const STensor3& getHomogenizedActiveDissipationStress() const {return _stressDam;};
double& getAverageLocalizationBandWidth() {return _averageCohesiveBandWidth;}
const double& getAverageLocalizationBandWidth() const {return _averageCohesiveBandWidth;}
-
- double& getActiveDamage() {return _DamageActiveZone;};
- const double& getActiveDamage() const {return _DamageActiveZone;};
-
+
STensor33& getHomogenizedTangentOperator_CohesiveJump_F() {return dCohesivejumpdF;};
const STensor33& getHomogenizedTangentOperator_CohesiveJump_F() const {return dCohesivejumpdF;};
STensor43& getHomogenizedTangentOperator_CohesiveJump_G() {return dCohesivejumpdG;};
@@ -210,16 +206,16 @@ class homogenizedData {
STensor3& getHomogenizedTangentOperator_CohesiveJump_gradV(const int index) {return dCohesivejumpdgradV[index];};
const STensor3& getHomogenizedTangentOperator_CohesiveJump_gradV(const int index) const {return dCohesivejumpdgradV[index];};
- STensor43& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_F(){return dFdamdF;};
- const STensor43& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_F() const{return dFdamdF;};
- STensor53& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_G(){return dFdamdG;};
- const STensor53& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_G() const {return dFdamdG;};
- STensor33& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradT(const int index){return dFdamdgradT[index];};
- const STensor33& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradT(const int index) const{return dFdamdgradT[index];};
- STensor3& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_T(const int index){return dFdamdT[index];};
- const STensor3& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_T(const int index) const{return dFdamdT[index];};
- STensor33& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradV(const int index) {return dFdamdgradV[index];};
- const STensor33& getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradV(const int index) const{return dFdamdgradV[index];};
+ STensor43& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_F(){return dFdamdF;};
+ const STensor43& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_F() const{return dFdamdF;};
+ STensor53& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_G(){return dFdamdG;};
+ const STensor53& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_G() const {return dFdamdG;};
+ STensor33& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradT(const int index){return dFdamdgradT[index];};
+ const STensor33& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradT(const int index) const{return dFdamdgradT[index];};
+ STensor3& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_T(const int index){return dFdamdT[index];};
+ const STensor3& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_T(const int index) const{return dFdamdT[index];};
+ STensor33& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradV(const int index) {return dFdamdgradV[index];};
+ const STensor33& getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradV(const int index) const{return dFdamdgradV[index];};
// constitutive extraDof
SVector3& getHomogenizedConstitutiveExtraDofFlux(const int index){return fluxT[index];};
@@ -322,11 +318,10 @@ class allFailureFiles{
*cohesiveTraction_File,
*averageCohesiveBandWidth_File,
*FDam_File,
- *DamageActiveZone_File,
*dCohesiveJumpDF_File;
allFailureFiles():cohesiveJump_File(NULL),
damageVolume_File(NULL),cohesiveTraction_File(NULL),averageCohesiveBandWidth_File(NULL), FDam_File(NULL),
- DamageActiveZone_File(NULL),dCohesiveJumpDF_File(NULL){};
+ dCohesiveJumpDF_File(NULL){};
~allFailureFiles(){};
void openFiles(const int _enum, const int _gnum, const nonLinearMechSolver* solver,const bool strainToFile, const bool stressToFile, const bool failureToFile);
void dataToFile(const double time, const nonLinearMechSolver* solver, const homogenizedData* data);
@@ -336,7 +331,6 @@ class allFailureFiles{
if (cohesiveTraction_File!=NULL){fclose(cohesiveTraction_File);cohesiveTraction_File=NULL;};
if (averageCohesiveBandWidth_File!=NULL) {fclose(averageCohesiveBandWidth_File);averageCohesiveBandWidth_File=NULL;};
if (FDam_File !=NULL){fclose(FDam_File); FDam_File = NULL;};
- if (DamageActiveZone_File!=NULL){fclose(DamageActiveZone_File);DamageActiveZone_File=NULL;};
if (dCohesiveJumpDF_File!=NULL){fclose(dCohesiveJumpDF_File);dCohesiveJumpDF_File=NULL;}
};
diff --git a/NonLinearSolver/nlsolver/nonLinearMechSolver.cpp b/NonLinearSolver/nlsolver/nonLinearMechSolver.cpp
index 07ca904bc810a6d883e83f75eb2399790f5a0ba6..a67e0e2c1d0c18091ec57a79ffe5e201b0cd4190 100644
--- a/NonLinearSolver/nlsolver/nonLinearMechSolver.cpp
+++ b/NonLinearSolver/nlsolver/nonLinearMechSolver.cpp
@@ -122,8 +122,9 @@
_pathFollowingEqRatio(1.),_extractIrreversibleEnergy(false),
_stressExtractLocation(WHOLE_VOLUME),
_pathFollowingLocation(BULK_INTERFACE),
- _homogenizedStressLastActiveDamage(0.),_homogenizedStrainLastActiveDamage(0.),
- _homogenizedCohesiveJumpLastActiveDamage(0.),
+ _homogenizedStressLastActiveDissipation(0.),_homogenizedStrainLastActiveDissipation(0.),
+ _homogenizedDissipationStrainLastActiveDissipation(0.),
+ _homogenizedCohesiveJumpLastActiveDissipation(0.),
_lostSolutionUniquenssTolerance(0.), _voidPartInLocalizationBand(0.),
_GModelIsRotated(false), _checkFailureOnset(false),
_damageVolumeCenter(0.,0.,0.),_homogenizedCrackSurface(0.),
@@ -1058,7 +1059,10 @@ void nonLinearMechSolver::oneStepPreSolvePathFollowing(const double curtime, con
currentPathFollowingIncr = _loadStep;
}
else if (pathsys->getControlType() == pathFollowingSystemBase::LOCAL_CONTROL){
- double ff = double(_numNROptimalLocal)/double(_numNROptimal);
+ double ff = 1.;
+ if (_timeStepAdaptation){
+ ff = double(_numNROptimalLocal)/double(_numNROptimal);
+ }
_localStep = _localStepPrev*_timeStepAdaptationFractor*ff;
currentPathFollowingIncr = _localStep;
}
@@ -2369,6 +2373,12 @@ void nonLinearMechSolver::setPathFollowingLocalIncrementType(const int i){
else if (i == 1){
Msg::Info("pf increment with dissipation energy");
}
+ else if (i == 2){
+ Msg::Info("pf increment with plastic energy");
+ }
+ else if (i == 3){
+ Msg::Info("pf increment with damage energy");
+ }
else{
Msg::Fatal("missing case nonLinearMechSolver::setPathFollowingLocalIncrementType %d",i);
}
@@ -3636,7 +3646,7 @@ void nonLinearMechSolver::pathFollowingArchiving(const double curtime, const int
fprintf(_controlStateFile,"%e; %e; %e; \n",curtime,control,state);
- if (numstep%10==0) fflush(_controlStateFile);
+ if (numstep%1==0) fflush(_controlStateFile);
}
};
@@ -3747,7 +3757,7 @@ void nonLinearMechSolver::computeIPCompDamageZoneAveraging(const double time){
for (int j=0; j<domainVector.size(); j++){
partDomain* dom = domainVector[j];
double vsolidPart = 0.;
- double val = dom->averagingOnActiveDamageZone(am.comp,_ipf,vsolidPart);
+ double val = dom->averagingOnActiveDissipationZone(am.comp,_ipf,vsolidPart);
fprintf(am.file,"%e; %e;",val,vsolidPart);
}
fprintf(am.file,"\n");
@@ -3926,51 +3936,160 @@ void nonLinearMechSolver::symetryBC(std::string onwhat, const int phy){
};
void nonLinearMechSolver::applySameDispBC(dofManager<double>* p){
- //for (const nonLinearSameDisplacementBC& sdbc : allSameDisp){
for(std::list<nonLinearSameDisplacementBC>::const_iterator sdbc=allSameDisp.begin(); sdbc!=allSameDisp.end(); ++sdbc){
- if (isDgDomain()) {
- Msg::Warning("nonLinearSameDisplacementBC has not been implemented in DG formulation, wil be completed ...");
- return;
+ if (isDgDomain()){
+ MElement* e = *(sdbc->gRoot->begin());
+ MVertex* vroot = e->getVertex(0);
+
+ MElement* eleRoot = NULL;
+ FunctionSpaceBase* spaceRoot = NULL;
+ int vpos = 0.;
+
+ for (int i=0; i< domainVector.size(); i++){
+ partDomain* dom = domainVector[i];
+ for (groupOfElements::elementContainer::iterator it = dom->g_cbegin(); it != dom->g_cend(); it++){
+ MElement* ele = *it;
+ for (int j=0; j< ele->getNumVertices(); j++){
+ MVertex* vj = ele->getVertex(j);
+ if (vj->getNum() == vroot->getNum()){
+ eleRoot = ele;
+ spaceRoot = dom->getFunctionSpace();
+ vpos = j;
+ Msg::Info("found root element %d for root node %d vpos = %d",eleRoot->getNum(),vroot->getNum(),vpos);
+ break;
+ }
+ }
+ if (eleRoot != NULL) break;
+ }
+ if (eleRoot != NULL) break;
+ }
+
+ if (eleRoot == NULL) Msg::Fatal("root vertex is wrongly defined in nonLinearMechSolver::applySameDispBC");
+ std::vector<Dof> RRoot;
+ std::vector<Dof> dofRoot;
+ spaceRoot->getKeys(eleRoot,RRoot);
+ dofRoot.push_back(RRoot[vpos+eleRoot->getNumVertices()*sdbc->comp]);
+
+ // fill domain
+ std::set<Dof> others;
+ for (groupOfElements::elementContainer::iterator itg = sdbc->g->begin(); itg!=sdbc->g->end(); itg++){
+ MElement* eleBound = *itg;
+ std::vector<int> vvBound(eleBound->getNumPrimaryVertices());
+ for (int iv=0; iv < eleBound->getNumPrimaryVertices(); iv++){
+ vvBound[iv] = eleBound->getVertex(iv)->getNum();
+ }
+
+ // find bulk element
+
+ MElement* eleBulk = NULL;
+ FunctionSpaceBase* spaceBulk = NULL;
+
+ for (int i=0; i< domainVector.size(); i++){
+ partDomain* dom = domainVector[i];
+ for (groupOfElements::elementContainer::iterator it = dom->g_cbegin(); it != dom->g_cend(); it++){
+ MElement* eleb = *it;
+ std::set<int> vvb;
+ for (int iv=0; iv < eleb->getNumPrimaryVertices(); iv++){
+ vvb.insert(eleb->getVertex(iv)->getNum());
+ }
+
+ bool isFound = true;
+ for (int iv=0; iv< vvBound.size(); iv++){
+ if (vvb.find(vvBound[iv]) == vvb.end()){
+ isFound = false;
+ break;
+ }
+ }
+
+ if (isFound){
+ eleBulk = eleb;
+ spaceBulk = dom->getFunctionSpace();
+ break;
+ }
+
+ }
+ if (eleBulk != NULL) break;
+ }
+
+ if (eleBulk == NULL) Msg::Fatal("nonLinearSameDisplacementBC is wrongly defined nonLinearMechSolver::applySameDispBC");
+ std::vector<Dof> R;
+ spaceBulk->getKeys(eleBulk,R);
+ int nbFFb = eleBulk->getNumShapeFunctions();
+
+ std::vector<int> positionBulk;
+ for (int iv=0; iv< eleBound->getNumVertices(); iv++){
+ MVertex* vi = eleBound->getVertex(iv);
+ //
+ if (vi->getNum() != vroot->getNum()){
+ for (int jv=0; jv < eleBulk->getNumVertices(); jv++){
+ MVertex* vj = eleBulk->getVertex(jv);
+ if (vi->getNum() == vj->getNum()){
+ positionBulk.push_back(jv);
+ break;
+ }
+ }
+ }
+ }
+
+ for (int k=0; k<positionBulk.size(); k++){
+ Dof* D = &R[positionBulk[k]+nbFFb*sdbc->comp];
+ if (others.find(*D) == others.end()){
+ others.insert(*D);
+ }
+ }
+ }
+
+ DofAffineConstraint<double> dof;
+ dof.linear.push_back(std::pair<Dof,double>(dofRoot[0],1.));
+ dof.shift = 0.;
+
+
+ for (std::set<Dof>::iterator itd = others.begin(); itd != others.end(); itd++){
+ p->setLinearConstraint(*itd,dof);
+ };
+
}
- // because of CG
- FunctionSpaceBase* spb = domainVector[0]->getFunctionSpace();
- FilterDof* fiterDof = domainVector[0]->createFilterDof(sdbc->comp);
-
- // get Root Dof
- MElement* e = *(sdbc->gRoot->begin());
- MVertex* vroot = e->getVertex(0);
- std::vector<Dof> R, dofRoot;
- spb->getKeys(e,R);
- for (int idof=0; idof<R.size(); idof++){
- if (fiterDof->operator()(R[idof])){
- dofRoot.push_back(R[idof]);
- break;
+ else{
+ // because of CG
+ FunctionSpaceBase* spb = domainVector[0]->getFunctionSpace();
+ FilterDof* fiterDof = domainVector[0]->createFilterDof(sdbc->comp);
+
+ // get Root Dof
+ MElement* e = *(sdbc->gRoot->begin());
+ MVertex* vroot = e->getVertex(0);
+ std::vector<Dof> R, dofRoot;
+ spb->getKeys(e,R);
+ for (int idof=0; idof<R.size(); idof++){
+ if (fiterDof->operator()(R[idof])){
+ dofRoot.push_back(R[idof]);
+ break;
+ }
}
- }
- std::vector<Dof> others;
- // get constraint Dof
- for (groupOfElements::vertexContainer::iterator it = sdbc->g->vbegin(); it!=sdbc->g->vend(); it++){
- MVertex* vv = *it;
- if (vv->getNum() != vroot->getNum()){
- MPoint point(*it);
- R.clear();
- spb->getKeys(&point,R);
- for (int idof=0; idof<R.size(); idof++){
- if (fiterDof->operator()(R[idof])){
- others.push_back(R[idof]);
- break;
+ std::vector<Dof> others;
+ // get constraint Dof
+ for (groupOfElements::vertexContainer::iterator it = sdbc->g->vbegin(); it!=sdbc->g->vend(); it++){
+ MVertex* vv = *it;
+ if (vv->getNum() != vroot->getNum()){
+ MPoint point(*it);
+ R.clear();
+ spb->getKeys(&point,R);
+ for (int idof=0; idof<R.size(); idof++){
+ if (fiterDof->operator()(R[idof])){
+ others.push_back(R[idof]);
+ break;
+ }
}
}
}
- }
- DofAffineConstraint<double> dof;
- dof.linear.push_back(std::pair<Dof,double>(dofRoot[0],1.));
- dof.shift = 0.;
+ DofAffineConstraint<double> dof;
+ dof.linear.push_back(std::pair<Dof,double>(dofRoot[0],1.));
+ dof.shift = 0.;
- for (int j =0; j<others.size(); j++){
- p->setLinearConstraint(others[j],dof);
+ for (int j =0; j<others.size(); j++){
+ p->setLinearConstraint(others[j],dof);
+ };
};
};
@@ -5245,29 +5364,8 @@ void nonLinearMechSolver::initializeStaticScheme()
bool nonLinearMechSolver::localPathFollowingSwitching() const{
// for test
- double cr = -1.;
- if (_pathFollowingLocation == INTERFACE){
- if (_pathFollowingIncrementType == DISSIPATION_ENERGY){
- cr = _ipf->computeInterfaceIrreversibleEnergy(IPStateBase::previous);
- }
- else{
- Msg::Fatal("missing case nonLinearMechSolver::localPathFollowingSwitching %d",_pathFollowingIncrementType);
- }
- }
- else{
- if (_pathFollowingIncrementType == DEFO_ENERGY){
- cr = _ipf->computeDeformationEnergy(IPStateBase::previous);
- }
- else if (_pathFollowingIncrementType == DISSIPATION_ENERGY){
- cr = _ipf->computeIrreversibleEnergy(IPStateBase::previous);
- }
- else{
- Msg::Fatal("missing case nonLinearMechSolver::localPathFollowingSwitching %d",_pathFollowingIncrementType);
- }
- }
-
+ double cr = _ipf->computePathFollowingLocalValue(IPStateBase::previous);
printf("rank %d cr = %e \n",Msg::GetCommRank(),cr);
-
#if defined(HAVE_MPI)
if (Msg::GetCommSize()> 1){
double totalCr = 0;
@@ -5285,18 +5383,8 @@ bool nonLinearMechSolver::localPathFollowingSwitching() const{
double nonLinearMechSolver::computeLocalPathFollowingStep() const{
// for adaptive purpose
- // for test
- double localStep = 0.;
- if (_pathFollowingIncrementType == DEFO_ENERGY){
- localStep = _ipf->computeDeformationEnergy(IPStateBase::current) - _ipf->computeDeformationEnergy(IPStateBase::previous);
- }
- else if (_pathFollowingIncrementType == DISSIPATION_ENERGY){
- localStep = _ipf->computeIrreversibleEnergy(IPStateBase::current) - _ipf->computeIrreversibleEnergy(IPStateBase::previous);
- }
- else{
- Msg::Fatal("missing case in nonLinearMechSolver::computeLocalPathFollowingStep() %d",_pathFollowingIncrementType);
- }
-
+ double localStep = _ipf->computePathFollowingLocalValue(IPStateBase::current) - _ipf->computePathFollowingLocalValue(IPStateBase::previous);
+ // accumulate from all procs
#if defined(HAVE_MPI)
if (Msg::GetCommSize() > 1){
double totalStep = 0;
@@ -5506,6 +5594,10 @@ double nonLinearMechSolver::getHomogenizedSecondFirstTangent(const int i, const
return _currentState->getHomogenizedTangentOperator_G_F()(i,j,k,p,q);
};
+double nonLinearMechSolver::getHomogenizedCohesiveJump(const int i) const{
+ return _currentState->getHomogenizedCohesiveJump()(i);
+};
+
// for element erosion
void nonLinearMechSolver::setElementErosion(const bool bulkErosion, const bool interfaceErosion, const int method){
_bulkElementErosionFlag = bulkErosion;
@@ -7696,7 +7788,7 @@ void nonLinearMechSolver::setStrainMappingFollowing(const bool flag){
_strainMappingFollwing = flag;
};
-void nonLinearMechSolver::blockDamage(const IPStateBase::whichState ws, const bool fl){
+void nonLinearMechSolver::blockDissipation(const IPStateBase::whichState ws, const bool fl){
if (_ipf){
if (fl and !_damageIsBlocked){
printf("rank %d damage is blocked ele = %d, gp = %d \n",Msg::GetCommRank(),_enum,_gnum);
@@ -7708,14 +7800,14 @@ void nonLinearMechSolver::blockDamage(const IPStateBase::whichState ws, const bo
printf("rank %d damage is unblocked ele = %d, gp = %d \n",Msg::GetCommRank(),_enum,_gnum);
}
_damageIsBlocked = fl;
- _ipf->blockDamage(ws,fl);
+ _ipf->blockDissipation(ws,fl);
}
else
Msg::Fatal("IPField has not been initialized");
}
-bool nonLinearMechSolver::damageIsBlocked() const{
+bool nonLinearMechSolver::dissipationIsBlocked() const{
return _damageIsBlocked;
};
@@ -7863,22 +7955,7 @@ void nonLinearMechSolver::microNumberDof(){
};
void nonLinearMechSolver::setPeriodicity(const double x, const double y, const double z, const std::string direction){
- if ((direction == "x") or (direction == "X")) {
- _Lx(0) = x; _Lx(1) = y; _Lx(2) = z;
- }
- else if ((direction == "y") or (direction == "Y")){
- _Ly(0) = x; _Ly(1) = y; _Ly(2) = z;
- }
- else if ((direction == "z") or (direction == "Z")){
- _Lz(0) = x; _Lz(1) = y; _Lz(2) = z;
- }
- else {
- Msg::Error("Incorrect direction is used in setting the periodicity!");
- };
-};
-
-void nonLinearMechSolver::setPeriodicity(const SVector3& xd, const SVector3& yd, const SVector3& zd){
- _Lx = xd; _Ly = yd; _Lz = zd;
+ Msg::Warning(" nonLinearMechSolver::setPeriodicity is no longer necessary!");
};
void nonLinearMechSolver::addMicroBC(const nonLinearMicroBC* bc){
@@ -8009,9 +8086,9 @@ const double& nonLinearMechSolver::getHomogenizedCrackFace() const{
STensor3& nonLinearMechSolver::getFdamOnset() {return _FdamOnset;};
const STensor3& nonLinearMechSolver::getFdamOnset() const {return _FdamOnset;};
-bool nonLinearMechSolver::isDamage() const{
+bool nonLinearMechSolver::withEnergyDissipation() const{
for (std::map<int, materialLaw*>::const_iterator it = maplaw.begin(); it!= maplaw.end(); it++){
- if (it->second->withDamage()){
+ if (it->second->withEnergyDissipation()){
return true;
}
}
@@ -8051,21 +8128,21 @@ void nonLinearMechSolver::extractAverageStressByVolumeIntegral(homogenizedData*
double volumeRVEInv = 1./this->getRVEVolume();
// basic mechanics quantities
if (_microBC->getTotalNumberOfMechanicalDofs()> 0){
- double& damageVolume = homoData->getActiveDamageVolume();
+ double& damageVolume = homoData->getActiveDissipationVolume();
damageVolume = 0.;
double& clength = homoData->getAverageLocalizationBandWidth();
clength = 0.;
- if (isDamage()){
+ if (withEnergyDissipation()){
// compute current damage volume
for (int i=0; i<domainVector.size(); i++){
- damageVolume += domainVector[i]->computeVolumeActiveDamageDomain(_ipf);
+ damageVolume += domainVector[i]->computeVolumeActiveDissipationDomain(_ipf);
}
// active damage center
_damageVolumeCenter *= 0.;
if (damageVolume > 0.){
for (int i=0; i<domainVector.size(); i++){
- domainVector[i]->computeActiveDamageCenter(_ipf,_damageVolumeCenter);
+ domainVector[i]->computeActiveDissipationCenter(_ipf,_damageVolumeCenter);
}
_damageVolumeCenter *= (1./damageVolume);
@@ -8090,10 +8167,10 @@ void nonLinearMechSolver::extractAverageStressByVolumeIntegral(homogenizedData*
}
else if (_stressExtractLocation == ACTIVE_DAMAGE_VOLUME){
if (homoDataPrev->getBrokenFlag()){
- P = _homogenizedStressLastActiveDamage;
+ P = _homogenizedStressLastActiveDissipation;
STensor3 dPdam(0.);
for (int i=0; i<domainVector.size(); i++){
- domainVector[i]->computeActiveDamagingAverageStressIncrement(_ipf,dPdam); // to avoid derivatives in terms of damage volume
+ domainVector[i]->computeActiveDissipationAverageStressIncrement(_ipf,dPdam); // to avoid derivatives in terms of damage volume
}
dPdam*=(_surfaceReductionRatio/damageVolume);
P += dPdam;
@@ -8120,28 +8197,16 @@ void nonLinearMechSolver::extractAverageStressByVolumeIntegral(homogenizedData*
}
// extract cohesive law
- if (isDamage()){
+ if (withEnergyDissipation()){
// compute homogenized damage and homogenized deformation gradient on
- // active damage zone
- double& D = homoData->getActiveDamage();
- D = homoDataPrev->getActiveDamage();
- if (damageVolume > 0.){
- double dD = 0.; // damage increment
- for (int i=0; i<domainVector.size(); i++){
- domainVector[i]->computeActiveNonlocalDamageIncrement(_ipf,dD);
- }
- dD *= (1./damageVolume);
- D += dD;
- }
-
if (getDamageToCohesiveJumpFlag()){
- STensor3& Fdam = homoData->getHomogenizedActiveDamageDeformationGradient();
- Fdam = _homogenizedStrainLastActiveDamage;
+ STensor3& Fdam = homoData->getHomogenizedActiveDissipationDeformationGradient();
+ Fdam = _homogenizedDissipationStrainLastActiveDissipation;
STensor3 dFdam(0.);
if (damageVolume > 0.){
for (int i=0; i<domainVector.size(); i++){
- domainVector[i]->computeActiveDamagingAverageStrainIncrement(_ipf,dFdam);
+ domainVector[i]->computeActiveDissipationAverageStrainIncrement(_ipf,dFdam);
}
dFdam *= (1./damageVolume);
Fdam += dFdam;
@@ -8160,7 +8225,7 @@ void nonLinearMechSolver::extractAverageStressByVolumeIntegral(homogenizedData*
// compute cohesive jump
SVector3& cjump = homoData->getHomogenizedCohesiveJump();
- cjump = _homogenizedCohesiveJumpLastActiveDamage;
+ cjump = _homogenizedCohesiveJumpLastActiveDissipation;
if (homoDataPrev->getBrokenFlag()){
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
@@ -8460,7 +8525,7 @@ void nonLinearMechSolver::extractAveragePropertiesByInSystemCondensation(homogen
// extract cohesive law
- if (isDamage() and getDamageToCohesiveJumpFlag()){
+ if (withEnergyDissipation() and getDamageToCohesiveJumpFlag()){
// in case of multiscale analyses, previous macro-state is initial micro-state
const homogenizedData* homoDataPrev = this->getHomogenizationState(IPStateBase::previous);
@@ -8470,7 +8535,7 @@ void nonLinearMechSolver::extractAveragePropertiesByInSystemCondensation(homogen
const double& clength = homoData->getAverageLocalizationBandWidth();
if (homoDataPrev->getBrokenFlag()){
- const STensor43& dFdamDF = homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_F();
+ const STensor43& dFdamDF = homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_F();
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
for (int k=0; k<3; k++){
@@ -8486,7 +8551,7 @@ void nonLinearMechSolver::extractAveragePropertiesByInSystemCondensation(homogen
STensor43& dcjumpdG = homoData->getHomogenizedTangentOperator_CohesiveJump_G();
dcjumpdG *= 0.;
if (homoDataPrev->getBrokenFlag()){
- const STensor53& dFdamDG = homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_G();
+ const STensor53& dFdamDG = homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_G();
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
for (int k=0; k<3; k++){
@@ -8509,8 +8574,8 @@ void nonLinearMechSolver::extractAveragePropertiesByInSystemCondensation(homogen
SVector3& dcjumpdT = homoData->getHomogenizedTangentOperator_CohesiveJump_T(index);
dcjumpdT*= 0.;
if (homoDataPrev->getBrokenFlag()){
- const STensor3& dFdamDT = homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_T(index);
- const STensor33& dFdamDgradT = homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradT(index);
+ const STensor3& dFdamDT = homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_T(index);
+ const STensor33& dFdamDgradT = homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradT(index);
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
dcjumpdT(i) += clength*dFdamDT(i,j)*_lostSolutionUniquenssNormal(j);
@@ -8528,7 +8593,7 @@ void nonLinearMechSolver::extractAveragePropertiesByInSystemCondensation(homogen
STensor3& dcjumpdgradV = homoData->getHomogenizedTangentOperator_CohesiveJump_gradV(index);
dcjumpdgradV*= 0.;
if (homoDataPrev->getBrokenFlag()){
- const STensor33& dFdamDgradV = homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradV(index);
+ const STensor33& dFdamDgradV = homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradV(index);
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
for (int k=0; k<3; k++){
@@ -8542,7 +8607,7 @@ void nonLinearMechSolver::extractAveragePropertiesByInSystemCondensation(homogen
if (this->getLocationForStressExtraction() == ACTIVE_DAMAGE_VOLUME){
if (homoDataPrev->getBrokenFlag()){
- double vD = homoData->getActiveDamageVolume();
+ double vD = homoData->getActiveDissipationVolume();
double volumeFrac = _surfaceReductionRatio*vRVE/vD;
if (_microBC->getTotalNumberOfMechanicalDofs()> 0){
@@ -9342,7 +9407,7 @@ void nonLinearMechSolver::fillTangent(const fullMatrix<double>& L, homogenizedDa
// this tangent is only computed by using option INSYSTEMCONDEN
if (_damageToCohesiveJump and (_homogenizeTangentMethod == INSYSTEMCONDEN)){
// first order damage only
- double Vd = homoData->getActiveDamageVolume();
+ double Vd = homoData->getActiveDissipationVolume();
double vRve = this->getRVEVolume();
double fact = vRve/Vd;
@@ -9355,7 +9420,7 @@ void nonLinearMechSolver::fillTangent(const fullMatrix<double>& L, homogenizedDa
for (int col = atCol; col< atCol+9; col++){
int k,l;
Tensor23::getIntsFromIndex(col-atCol,k,l);
- homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_F()(i,j,k,l) = fact*L(row,col);
+ homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_F()(i,j,k,l) = fact*L(row,col);
}
atCol+= 9;
@@ -9364,7 +9429,7 @@ void nonLinearMechSolver::fillTangent(const fullMatrix<double>& L, homogenizedDa
for (int col = atCol; col< atCol+27; col++){
int p,q,r;
Tensor33::getIntsFromIndex(col-atCol,p,q,r);
- homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_G()(i,j,p,q,r) = fact*L(row,col);
+ homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_G()(i,j,p,q,r) = fact*L(row,col);
}
atCol+= 27;
}
@@ -9375,11 +9440,11 @@ void nonLinearMechSolver::fillTangent(const fullMatrix<double>& L, homogenizedDa
for (int col = atCol; col< atCol+3; col++){
int p;
Tensor13::getIntsFromIndex(col-atCol,p);
- homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradT(index)(i,j,p) = fact*L(row,col);
+ homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradT(index)(i,j,p) = fact*L(row,col);
}
atCol += 3;
// tangent P-ExtraDof
- homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_T(index)(i,j) = fact*L(row,atCol);
+ homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_T(index)(i,j) = fact*L(row,atCol);
atCol += 1;
}
@@ -9391,7 +9456,7 @@ void nonLinearMechSolver::fillTangent(const fullMatrix<double>& L, homogenizedDa
for (int col = atCol; col< atCol+3; col++){
int p;
Tensor13::getIntsFromIndex(col-atCol,p);
- homoData->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_gradV(index)(i,j,p) = fact*L(row,col);
+ homoData->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_gradV(index)(i,j,p) = fact*L(row,col);
}
atCol += 3;
}
@@ -9590,7 +9655,7 @@ void nonLinearMechSolver::checkFailureOnset_withoutNormalVector(){
if ((cr < _lostSolutionUniquenssTolerance*_maximalLostEllipticityCriterion) and (_maximalLostEllipticityCriterion > 0.)){
homoData->getBrokenFlag() = true;
- _FdamOnset = homoData->getHomogenizedActiveDamageDeformationGradient();
+ _FdamOnset = homoData->getHomogenizedActiveDissipationDeformationGradient();
printf("solver is broken at ele %d gpt %d at rank %d real tolearance = %e, following minimal normal direction [%e %e %e] \n",
_enum,_gnum,Msg::GetCommRank(),cr/_maximalLostEllipticityCriterion,normal[0],normal[1],normal[2]);
}
@@ -9624,11 +9689,11 @@ void nonLinearMechSolver::checkFailureOnset_withNormalVector(){
if ((cr < _lostSolutionUniquenssTolerance*_maximalLostEllipticityCriterion) and (_maximalLostEllipticityCriterion > 0.)){
homoData->getBrokenFlag() = true;
- _FdamOnset = homoData->getHomogenizedActiveDamageDeformationGradient();
+ _FdamOnset = homoData->getHomogenizedActiveDissipationDeformationGradient();
printf("solver is broken at ele %d gpt %d at rank %d real tolearance = %e, following prescribed direction %e %e %e \n",
_enum,_gnum,Msg::GetCommRank(),cr/_maximalLostEllipticityCriterion,normal[0],normal[1],normal[2]);
- _homogenizedCohesiveJumpLastActiveDamage *= 0.;
+ _homogenizedCohesiveJumpLastActiveDissipation *= 0.;
}
else {
homoData->getBrokenFlag() = false;
@@ -9640,10 +9705,13 @@ void nonLinearMechSolver::computeHomogenizedCrackFace(){
if (_pAl == NULL){
Msg::Fatal("pbcAlgorithm object must be created");
}
+
+ SVector3 Lx, Ly, Lz;
+ _pAl->getPBCConstraintGroup()->getPeriodicity(Lx, Ly, Lz);
if (_lostSolutionUniquenssNormal.norm() < 1e-6){
// normally, _lostSolutionUniquenssNormal.norm() == 1
- _homogenizedCrackSurface = std::max(_Lx.norm(),_Ly.norm()); // nothing to do
+ _homogenizedCrackSurface = std::max(Lx.norm(),Ly.norm()); // nothing to do
return;
}
@@ -9654,19 +9722,19 @@ void nonLinearMechSolver::computeHomogenizedCrackFace(){
if (getDim() == 2){
SPoint3 v2(v1);
- v2 += (_Lx.point());
+ v2 += (Lx.point());
SPoint3 v4(v1);
- v4 += (_Ly.point());
+ v4 += (Ly.point());
SPoint3 v3(v1);
- v3 += (_Lx.point());
- v3 += (_Ly.point());
+ v3 += (Lx.point());
+ v3 += (Ly.point());
- if (dot(_lostSolutionUniquenssNormal,_Lx)/(_Lx.norm()) < 1e-8){
- _homogenizedCrackSurface = _Lx.norm();
+ if (dot(_lostSolutionUniquenssNormal,Lx)/(Lx.norm()) < 1e-8){
+ _homogenizedCrackSurface = Lx.norm();
Msg::Info("_homogenizedCrackSurface following Lx = %f",_homogenizedCrackSurface);
}
- else if (dot(_lostSolutionUniquenssNormal,_Ly)/(_Ly.norm()) < 1e-8){
- _homogenizedCrackSurface = _Ly.norm();
+ else if (dot(_lostSolutionUniquenssNormal,Ly)/(Ly.norm()) < 1e-8){
+ _homogenizedCrackSurface = Ly.norm();
Msg::Info("_homogenizedCrackSurface following Ly = %f",_homogenizedCrackSurface);
}
else{
@@ -9702,7 +9770,7 @@ void nonLinearMechSolver::computeHomogenizedCrackFace(){
}
}
- _homogenizedCrackSurface *= (_Lz.norm()); // generally, _LzNorm = 1
+ _homogenizedCrackSurface *= (Lz.norm()); // generally, _LzNorm = 1
#ifdef _DEBUG
printf("on ele %d gp %d _homogenizedCrackSurface = %e \n",_enum,_gnum,_homogenizedCrackSurface);
@@ -9916,13 +9984,14 @@ void nonLinearMechSolver::nextStep(){
// save data for nex macroscopic step
_ipf->copy(IPStateBase::current,IPStateBase::initial);
- if (isDamage()){
- _ipf->checkActiveDamage(IPStateBase::initial);
- if (_ipf->getNumOfActiveDamageIPsCurrent() > 0){
+ if (withEnergyDissipation()){
+ _ipf->checkActiveDissipation(IPStateBase::initial);
+ if (_ipf->getNumOfActiveDissipationIPsCurrent() > 0){
// store historical value
- _homogenizedStressLastActiveDamage = this->getHomogenizationState(IPStateBase::current)->getHomogenizedStress();
- _homogenizedStrainLastActiveDamage = this->getHomogenizationState(IPStateBase::current)->getHomogenizedActiveDamageDeformationGradient();
- _homogenizedCohesiveJumpLastActiveDamage = this->getHomogenizationState(IPStateBase::current)->getHomogenizedCohesiveJump();
+ _homogenizedStressLastActiveDissipation = this->getHomogenizationState(IPStateBase::current)->getHomogenizedStress();
+ _homogenizedStrainLastActiveDissipation = this->getMicroBC()->getFirstOrderKinematicalVariable();
+ _homogenizedDissipationStrainLastActiveDissipation = this->getHomogenizationState(IPStateBase::current)->getHomogenizedActiveDissipationDeformationGradient();
+ _homogenizedCohesiveJumpLastActiveDissipation = this->getHomogenizationState(IPStateBase::current)->getHomogenizedCohesiveJump();
}
}
@@ -10556,13 +10625,14 @@ void nonLinearMechSolver::microPostSolveStep(const double curtime, const int num
this->writeDeformedMesh(numstep);
}
this->archiveData(curtime,numstep);
- if (isDamage()){
- _ipf->checkActiveDamage(IPStateBase::current);
- if (_ipf->getNumOfActiveDamageIPsCurrent() > 0){
+ if (withEnergyDissipation()){
+ _ipf->checkActiveDissipation(IPStateBase::current);
+ if (_ipf->getNumOfActiveDissipationIPsCurrent() > 0){
// store historical value
- _homogenizedStressLastActiveDamage = this->getHomogenizationState(IPStateBase::current)->getHomogenizedStress();
- _homogenizedStrainLastActiveDamage = this->getHomogenizationState(IPStateBase::current)->getHomogenizedActiveDamageDeformationGradient();
- _homogenizedCohesiveJumpLastActiveDamage = this->getHomogenizationState(IPStateBase::current)->getHomogenizedCohesiveJump();
+ _homogenizedStressLastActiveDissipation = this->getHomogenizationState(IPStateBase::current)->getHomogenizedStress();
+ _homogenizedStrainLastActiveDissipation = this->getMicroBC()->getFirstOrderKinematicalVariable();
+ _homogenizedDissipationStrainLastActiveDissipation = this->getHomogenizationState(IPStateBase::current)->getHomogenizedActiveDissipationDeformationGradient();
+ _homogenizedCohesiveJumpLastActiveDissipation = this->getHomogenizationState(IPStateBase::current)->getHomogenizedCohesiveJump();
}
}
diff --git a/NonLinearSolver/nlsolver/nonLinearMechSolver.h b/NonLinearSolver/nlsolver/nonLinearMechSolver.h
index 183dc7cebdc5c3fe174a9192827dea2b2fc8b185..38902ee462eb6c991d8f4893d99a53e93bcc8c8c 100644
--- a/NonLinearSolver/nlsolver/nonLinearMechSolver.h
+++ b/NonLinearSolver/nlsolver/nonLinearMechSolver.h
@@ -166,7 +166,7 @@ class nonLinearMechSolver
enum solver{ Gmm=0,Taucs=1,Petsc=2, GMRESk=3};
enum scheme{StaticLinear=0, StaticNonLinear=1, Explicit=2, Multi=3, Implicit=4, Eigen=5};
enum pathFollowingMethod{GLOBAL_ARC_LENGTH_BASED=0, LOCAL_BASED=1};
- enum pathFollowingLocalIncrementType{DEFO_ENERGY=0, DISSIPATION_ENERGY=1};
+ enum pathFollowingLocalIncrementType{DEFO_ENERGY=0, DISSIPATION_ENERGY=1,PLASTIC_ENERGY=2,DAMAGE_ENERGY=3};
enum pathFollowingLocation{BULK_INTERFACE=0,BULK=1,INTERFACE=2};
enum elementErosionType{FIRST_IP_FAILED=1, ALL_IP_FAILED=2};
#endif //SWIG
@@ -434,7 +434,7 @@ class nonLinearMechSolver
void getOtherRanks(const int rootRank, std::set<int>& otherRanks) const;
bool isMultiscale() const;
bool isDgDomain() const;
- bool isDamage() const;
+ bool withEnergyDissipation() const;
void getLocalBasis(const MElement* ele, const int gpt, SVector3& n, SVector3& t, SVector3& b) const;
int getDim() const {return _dim;};
@@ -458,7 +458,8 @@ class nonLinearMechSolver
virtual bool mustRestart(const int numstep);
pathFollowingLocalIncrementType getPathFollowingLocalIncrementType() const{return _pathFollowingIncrementType;};
pathFollowingLocation getPathFollowingLocation() const {return _pathFollowingLocation;};
-
+
+ bool withPathFollowing() const {return _pathFollowing;};
void rotateModel(const SVector3& n1, const SVector3& n2, const SVector3& n3);
bool GModelIsRotated() const {return _GModelIsRotated;}
@@ -614,7 +615,7 @@ class nonLinearMechSolver
virtual double getHomogenizedSecondTangent(const int i, const int j, const int k, const int p, const int q, const int r) const;
virtual double getHomogenizedFirstSecondTangent(const int i, const int j, const int p, const int q, const int r) const;
virtual double getHomogenizedSecondFirstTangent(const int i, const int j, const int k, const int p, const int q) const;
-
+ virtual double getHomogenizedCohesiveJump(const int i) const;
//
// for element erosion
virtual void setElementErosion(const bool bulkErosion, const bool interfaceErosion, const int method);
@@ -676,8 +677,6 @@ class nonLinearMechSolver
bool _microFlag, _multiscaleFlag;
// Element number and Integration point number
int _enum, _gnum;
- // for periodicity == RVE dimension
- SVector3 _Lx, _Ly, _Lz;
//micro BC
nonLinearMicroBC* _microBC;
nonLinearMicroBC* _microBCOld;
@@ -758,9 +757,10 @@ class nonLinearMechSolver
STRESS_EXTRACT_LOCATION _stressExtractLocation;
// last extract value
- STensor3 _homogenizedStressLastActiveDamage;
- STensor3 _homogenizedStrainLastActiveDamage;
- SVector3 _homogenizedCohesiveJumpLastActiveDamage;
+ STensor3 _homogenizedStressLastActiveDissipation;
+ STensor3 _homogenizedStrainLastActiveDissipation;
+ STensor3 _homogenizedDissipationStrainLastActiveDissipation;
+ SVector3 _homogenizedCohesiveJumpLastActiveDissipation;
SPoint3 _damageVolumeCenter;
double _homogenizedCrackSurface;
bool _useMatMatSolveToInvertMatrix;
@@ -826,9 +826,8 @@ class nonLinearMechSolver
double microSolveSNL();
//rve volume
double getRVEVolume() const;
- bool damageIsBlocked() const;
- void blockDamage(const IPStateBase::whichState ws, const bool fl);
- void setPeriodicity(const SVector3& xd, const SVector3& yd, const SVector3& zd);
+ bool dissipationIsBlocked() const;
+ void blockDissipation(const IPStateBase::whichState ws, const bool fl);
int getElementSolverNumber() const;
int getGaussPointSolverNumber() const;
void extractAverageProperties(bool stiff);
diff --git a/NonLinearSolver/nlsolver/testcheck.cpp b/NonLinearSolver/nlsolver/testcheck.cpp
index b36762e8329ae70ba02fa16f59108d477947d4f6..61be9abc42f1aec2ac05953477dc8d5c2885ddbb 100644
--- a/NonLinearSolver/nlsolver/testcheck.cpp
+++ b/NonLinearSolver/nlsolver/testcheck.cpp
@@ -1,6 +1,12 @@
#include "testcheck.h"
#include <cmath>
#include "GmshMessage.h"
+#if defined(HAVE_MPI)
+#include "mpi.h"
+#endif //HAVE_MPI
+
+
+
TestCheck::TestCheck(){}
TestCheck::~TestCheck(){}
@@ -8,9 +14,15 @@ TestCheck::~TestCheck(){}
void
TestCheck::equal(double ref, double cur, double tol) const
{
- if(Msg::GetCommRank() != 0) return; // check only on rank 0
- if(fabs(ref-cur)/fabs(ref)>tol){
- Msg::Fatal("reference %e current value %e relative error %e tol %e",ref,cur,fabs(ref-cur)/fabs(ref),tol);
+ //if(Msg::GetCommRank() != 0) return; // check only on rank 0
+ //
+ double curTr = cur;
+ #if defined(HAVE_MPI)
+ MPI_Bcast(&curTr,1,MPI_DOUBLE,0,MPI_COMM_WORLD);
+ #endif //HAVE_MPI
+
+ if(fabs(ref-curTr)/fabs(ref)>tol){
+ Msg::Fatal("reference %e current value %e relative error %e tol %e",ref,curTr,fabs(ref-curTr)/fabs(ref),tol);
}
return;
}
@@ -18,8 +30,13 @@ TestCheck::equal(double ref, double cur, double tol) const
void
TestCheck::equal(int ref, int cur) const
{
- if(Msg::GetCommRank() != 0) return; // check only on rank 0
- if(ref != cur)
+ //if(Msg::GetCommRank() != 0) return; // check only on rank 0
+ double curTr = cur;
+ #if defined(HAVE_MPI)
+ MPI_Bcast(&curTr,1,MPI_INT,0,MPI_COMM_WORLD);
+ #endif //HAVE_MPI
+
+ if(ref != curTr)
exit(1);
return;
}
diff --git a/NonLinearSolver/periodicBC/pbcCreateConstraints.cpp b/NonLinearSolver/periodicBC/pbcCreateConstraints.cpp
index c6683e1fcc748b301521352b1f43e89927c316bd..59e03594390eb3c0edbeb58c66368c70273a9493 100644
--- a/NonLinearSolver/periodicBC/pbcCreateConstraints.cpp
+++ b/NonLinearSolver/periodicBC/pbcCreateConstraints.cpp
@@ -1061,7 +1061,7 @@ void pbcConstraintElementGroup::__init__(){
SVector3 crossV = crossprod(_periodic12,_periodic14);
_rveVolume = fabs(dot(crossV,_periodic15));
- printf("RVE volume computed = %e \n",_rveVolume);
+ Msg::Info("RVE volume computed = %e \n",_rveVolume);
};
@@ -3367,6 +3367,11 @@ SPoint3 pbcConstraintElementGroup::getRootPoint(){
Msg::Fatal("getRootPoint has not been implemented for %d D problems",_solver->getMicroBC()->getDim());
}
}
+};
+void pbcConstraintElementGroup::getPeriodicity(SVector3& Lx, SVector3& Ly, SVector3& Lz){
+ Lx = _periodic12;
+ Ly = _periodic14;
+ Lz = _periodic15;
};
diff --git a/NonLinearSolver/periodicBC/pbcCreateConstraints.h b/NonLinearSolver/periodicBC/pbcCreateConstraints.h
index 5a473a96dde7459ff665cfee1eb839ce170d7187..f89dcb382661d0ea426a7f673f78235c519b2b2f 100644
--- a/NonLinearSolver/periodicBC/pbcCreateConstraints.h
+++ b/NonLinearSolver/periodicBC/pbcCreateConstraints.h
@@ -313,6 +313,16 @@ class pbcConstraintElementGroup{
double getRVEVolume() const {return _rveVolume;};
SPoint3 getRootPoint();
+ void getPeriodicity(SVector3& Lx, SVector3& Ly, SVector3& Lz);
};
#endif // PBCCREATCONSTRAINTS_H_
+//
+//
+// Description: create linear system from micro BCs
+//
+// Author: <Van Dung NGUYEN>, (C) 2011
+//
+// Copyright: See COPYING file that comes with this distribution
+//
+//
diff --git a/dG3D/benchmarks/CMakeLists.txt b/dG3D/benchmarks/CMakeLists.txt
index f088dcefad72672989c9d9c51edf0f70992247e5..74805e7ccbae6566a689987e2e13b48fd28a8091 100644
--- a/dG3D/benchmarks/CMakeLists.txt
+++ b/dG3D/benchmarks/CMakeLists.txt
@@ -124,3 +124,6 @@ add_subdirectory(compositeHyperDamage)
add_subdirectory(mixedmodeDelaminationExpoLaw)
add_subdirectory(hyperViscoElastic)
add_subdirectory(powerYieldViscoElastoPlastic)
+add_subdirectory(powerYieldViscoElastoPlasticSaturationDamage)
+add_subdirectory(powerYieldViscoElastoPlasticFullFailure)
+add_subdirectory(J2plasticExtractCohesiveLaw)
diff --git a/dG3D/benchmarks/CohesiveBand_Plate/notchedPlate.py b/dG3D/benchmarks/CohesiveBand_Plate/notchedPlate.py
index cdd56e6112b60cbbc3abdf2a906e0a575a219037..2e17eb5a851041421e12be3bd67407419a04e919 100755
--- a/dG3D/benchmarks/CohesiveBand_Plate/notchedPlate.py
+++ b/dG3D/benchmarks/CohesiveBand_Plate/notchedPlate.py
@@ -59,7 +59,7 @@ ftime =1.0 # Final time
tol=1.e-5 # Relative tolerance for NR scheme
tolAbs=1.e-15 # Relative tolerance for NR scheme
nstepArch=1 # Number of step between 2 archiving
-nstepArchEnergy = 10000 # Number of step between 2 energy computation and archiving
+nstepArchEnergy = 1 # Number of step between 2 energy computation and archiving
nstepArchForce = 1 # Number of step between 2 force archiving
MaxIter = 11 # Maximum number of iterations
diff --git a/dG3D/benchmarks/J2plasticExtractCohesiveLaw/CMakeLists.txt b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/CMakeLists.txt
new file mode 100644
index 0000000000000000000000000000000000000000..c542337d1c067eb440b4489f095393dd48b6050e
--- /dev/null
+++ b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/CMakeLists.txt
@@ -0,0 +1,9 @@
+# test file
+
+set(PYFILE RVE1.py)
+
+set(FILES2DELETE
+ E_0_GP_0*.csv
+)
+
+add_cm3python_test(${PYFILE} "${FILES2DELETE}")
diff --git a/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.geo b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.geo
new file mode 100644
index 0000000000000000000000000000000000000000..78b0b618348ed3c8ef80f4c99d0b144660e06cdb
--- /dev/null
+++ b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.geo
@@ -0,0 +1,164 @@
+cl__1 = 0.015;
+cl__2 = 1e+22;
+Point(1) = {0.3, 0, 0, 0.015};
+Point(2) = {0.3, 0.3, 0, 0.015};
+Point(3) = {0, 0.3, 0, 0.015};
+Point(4) = {0, 0, 0, 0.015};
+Point(5) = {0.03599824519995404, 0.09425852764599107, 0, 1e+22};
+Point(6) = {0.02437867649958841, 0.09425852764599107, 0, 0.015};
+Point(7) = {0.03599824519995404, 0.1058780963463567, 0, 0.015};
+Point(8) = {0.04761781390031966, 0.09425852764599107, 0, 0.015};
+Point(9) = {0.03599824519995404, 0.08263895894562545, 0, 0.015};
+Point(10) = {0.04712301541176261, 0.1234941944718658, 0, 1e+22};
+Point(11) = {0.03614597715923168, 0.1234941944718658, 0, 0.015};
+Point(12) = {0.04712301541176261, 0.1344712327243968, 0, 0.015};
+Point(13) = {0.05810005366429355, 0.1234941944718658, 0, 0.015};
+Point(14) = {0.04712301541176261, 0.1125171562193349, 0, 0.015};
+Point(15) = {0.06415355488137053, 0.2584919934068711, 0, 1e+22};
+Point(16) = {0.04283164719153354, 0.2584919934068711, 0, 0.015};
+Point(17) = {0.06415355488137053, 0.2798139010967081, 0, 0.015};
+Point(18) = {0.08547546257120753, 0.2584919934068711, 0, 0.015};
+Point(19) = {0.06415355488137053, 0.2371700857170341, 0, 0.015};
+Point(20) = {0.1746749575297588, 0.03892509835496766, 0, 1e+22};
+Point(21) = {0.1606988920990446, 0.03892509835496766, 0, 0.015};
+Point(22) = {0.1746749575297588, 0.05290116378568177, 0, 0.015};
+Point(23) = {0.188651022960473, 0.03892509835496766, 0, 0.015};
+Point(24) = {0.1746749575297588, 0.02494903292425354, 0, 0.015};
+Point(25) = {0.09975293879095848, 0.05525547448280149, 0, 1e+22};
+Point(26) = {0.06871751611817917, 0.05525547448280149, 0, 0.015};
+Point(27) = {0.09975293879095848, 0.0862908971555808, 0, 0.015};
+Point(28) = {0.1307883614637378, 0.05525547448280149, 0, 0.015};
+Point(29) = {0.09975293879095848, 0.02422005181002218, 0, 0.015};
+Point(30) = {0.1588794843533144, 0.1136301380324881, 0, 1e+22};
+Point(31) = {0.130478445089528, 0.1136301380324881, 0, 0.015};
+Point(32) = {0.1588794843533144, 0.1420311772962745, 0, 0.015};
+Point(33) = {0.1872805236171009, 0.1136301380324881, 0, 0.015};
+Point(34) = {0.1588794843533144, 0.08522909876870161, 0, 0.015};
+Point(35) = {0.1182571101141734, 0.1773159517790773, 0, 1e+22};
+Point(36) = {0.08720162967218809, 0.1773159517790773, 0, 0.015};
+Point(37) = {0.1182571101141734, 0.2083714322210627, 0, 0.015};
+Point(38) = {0.1493125905561588, 0.1773159517790773, 0, 0.015};
+Point(39) = {0.1182571101141734, 0.146260471337092, 0, 0.015};
+Point(40) = {0.1728715926819994, 0.2327950844232471, 0, 1e+22};
+Point(41) = {0.144029685701405, 0.2327950844232471, 0, 0.015};
+Point(42) = {0.1728715926819994, 0.2616369914038416, 0, 0.015};
+Point(43) = {0.2017134996625938, 0.2327950844232471, 0, 0.015};
+Point(44) = {0.1728715926819994, 0.2039531774426527, 0, 0.015};
+Point(45) = {0.1153675521897498, 0.2738668804769339, 0, 1e+22};
+Point(46) = {0.09430956788605865, 0.2738668804769339, 0, 0.015};
+Point(47) = {0.1153675521897498, 0.2949248647806251, 0, 0.015};
+Point(48) = {0.136425536493441, 0.2738668804769339, 0, 0.015};
+Point(49) = {0.1153675521897498, 0.2528088961732426, 0, 0.015};
+Point(50) = {0.2379532033020713, 0.04098391168056675, 0, 1e+22};
+Point(51) = {0.2202227089295549, 0.04098391168056675, 0, 0.015};
+Point(52) = {0.2379532033020713, 0.0587144060530832, 0, 0.015};
+Point(53) = {0.2556836976745877, 0.04098391168056675, 0, 0.015};
+Point(54) = {0.2379532033020713, 0.02325341730805031, 0, 0.015};
+Point(55) = {0.2031621140922319, 0.05816734680959873, 0, 1e+22};
+Point(56) = {0.1910297644227151, 0.05816734680959873, 0, 0.015};
+Point(57) = {0.2031621140922319, 0.07029969647911549, 0, 0.015};
+Point(58) = {0.2152944637617488, 0.05816734680959873, 0, 0.015};
+Point(59) = {0.2031621140922319, 0.04603499714008197, 0, 0.015};
+Point(60) = {0.2348689464385331, 0.111588425598883, 0, 1e+22};
+Point(61) = {0.216354150124288, 0.111588425598883, 0, 0.015};
+Point(62) = {0.2348689464385331, 0.1301032219131281, 0, 0.015};
+Point(63) = {0.2533837427527781, 0.111588425598883, 0, 0.015};
+Point(64) = {0.2348689464385331, 0.09307362928463803, 0, 0.015};
+Point(65) = {0.2209345058858645, 0.1640510301825279, 0, 1e+22};
+Point(66) = {0.2097755231506618, 0.1640510301825279, 0, 0.015};
+Point(67) = {0.2209345058858645, 0.1752100129177305, 0, 0.015};
+Point(68) = {0.2320934886210672, 0.1640510301825279, 0, 0.015};
+Point(69) = {0.2209345058858645, 0.1528920474473252, 0, 0.015};
+Point(70) = {0.2530762165185168, 0.2181409899822236, 0, 1e+22};
+Point(71) = {0.2442832734374767, 0.2181409899822236, 0, 0.015};
+Point(72) = {0.2530762165185168, 0.2269339330632637, 0, 0.015};
+Point(73) = {0.2618691595995568, 0.2181409899822236, 0, 0.015};
+Point(74) = {0.2530762165185168, 0.2093480469011836, 0, 0.015};
+Point(75) = {0.2386033987639932, 0.2686425171597744, 0, 1e+22};
+Point(76) = {0.2150695708196276, 0.2686425171597744, 0, 0.015};
+Point(77) = {0.2386033987639932, 0.2921763451041399, 0, 0.015};
+Point(78) = {0.2621372267083587, 0.2686425171597744, 0, 0.015};
+Point(79) = {0.2386033987639932, 0.2451086892154088, 0, 0.015};
+Circle(1) = {6, 5, 7};
+Circle(2) = {7, 5, 8};
+Circle(3) = {8, 5, 9};
+Circle(4) = {9, 5, 6};
+Circle(6) = {11, 10, 12};
+Circle(7) = {12, 10, 13};
+Circle(8) = {13, 10, 14};
+Circle(9) = {14, 10, 11};
+Circle(11) = {16, 15, 17};
+Circle(12) = {17, 15, 18};
+Circle(13) = {18, 15, 19};
+Circle(14) = {19, 15, 16};
+Circle(16) = {21, 20, 22};
+Circle(17) = {22, 20, 23};
+Circle(18) = {23, 20, 24};
+Circle(19) = {24, 20, 21};
+Circle(21) = {26, 25, 27};
+Circle(22) = {27, 25, 28};
+Circle(23) = {28, 25, 29};
+Circle(24) = {29, 25, 26};
+Circle(26) = {31, 30, 32};
+Circle(27) = {32, 30, 33};
+Circle(28) = {33, 30, 34};
+Circle(29) = {34, 30, 31};
+Circle(31) = {36, 35, 37};
+Circle(32) = {37, 35, 38};
+Circle(33) = {38, 35, 39};
+Circle(34) = {39, 35, 36};
+Circle(36) = {41, 40, 42};
+Circle(37) = {42, 40, 43};
+Circle(38) = {43, 40, 44};
+Circle(39) = {44, 40, 41};
+Circle(41) = {46, 45, 47};
+Circle(42) = {47, 45, 48};
+Circle(43) = {48, 45, 49};
+Circle(44) = {49, 45, 46};
+Circle(46) = {51, 50, 52};
+Circle(47) = {52, 50, 53};
+Circle(48) = {53, 50, 54};
+Circle(49) = {54, 50, 51};
+Circle(51) = {56, 55, 57};
+Circle(52) = {57, 55, 58};
+Circle(53) = {58, 55, 59};
+Circle(54) = {59, 55, 56};
+Circle(56) = {61, 60, 62};
+Circle(57) = {62, 60, 63};
+Circle(58) = {63, 60, 64};
+Circle(59) = {64, 60, 61};
+Circle(61) = {66, 65, 67};
+Circle(62) = {67, 65, 68};
+Circle(63) = {68, 65, 69};
+Circle(64) = {69, 65, 66};
+Circle(66) = {71, 70, 72};
+Circle(67) = {72, 70, 73};
+Circle(68) = {73, 70, 74};
+Circle(69) = {74, 70, 71};
+Circle(71) = {76, 75, 77};
+Circle(72) = {77, 75, 78};
+Circle(73) = {78, 75, 79};
+Circle(74) = {79, 75, 76};
+Line(76) = {4, 1};
+Line(77) = {1, 2};
+Line(78) = {3, 2};
+Line(79) = {4, 3};
+Line Loop(11) = {76, 77, -78, -79, -4, -3, -2, -1, -9, -8, -7, -6, -14, -13, -12, -11, -19, -18, -17, -16, -24, -23, -22, -21, -29, -28, -27, -26, -34, -33, -32, -31, -39, -38, -37, -36, -44, -43, -42, -41, -49, -48, -47, -46, -54, -53, -52, -51, -59, -58, -57, -56, -64, -63, -62, -61, -69, -68, -67, -66, -74, -73, -72, -71};
+Plane Surface(11) = {11};
+y = 1;
+Physical Line(y) = {76};
+top = 2;
+Physical Line(top) = {77};
+top = 3;
+Physical Line(top) = {78};
+p = 4;
+Physical Line(p) = {79};
+Physical Surface(11) = {11};
+//+
+Physical Point(3) = {2};
+//+
+Physical Point(1) = {4};
+//+
+Physical Point(2) = {1};
+//+
+Physical Point(4) = {3};
diff --git a/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.msh b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.msh
new file mode 100644
index 0000000000000000000000000000000000000000..311725b448e853bbf8695e183137154de1a77507
--- /dev/null
+++ b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.msh
@@ -0,0 +1,3379 @@
+$MeshFormat
+2.2 0 8
+$EndMeshFormat
+$Nodes
+2266
+1 0.3 0 0
+2 0.3 0.3 0
+3 0 0.3 0
+4 0 0 0
+5 0.02437867649958841 0.09425852764599107 0
+6 0.03599824519995404 0.1058780963463567 0
+7 0.04761781390031966 0.09425852764599107 0
+8 0.03599824519995404 0.08263895894562545 0
+9 0.03614597715923168 0.1234941944718658 0
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+11 0.05810005366429355 0.1234941944718658 0
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+61 0.2150695708196276 0.2686425171597744 0
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+63 0.2621372267083587 0.2686425171597744 0
+64 0.2386033987639932 0.2451086892154088 0
+65 0.02778196937746599 0.102474803468486 0
+66 0.02526316350108147 0.09870514407885864 0
+67 0.03155162876709214 0.104993609344866 0
+68 0.04421452102240815 0.1024748034685199 0
+69 0.04044486163279244 0.1049936093448757 0
+70 0.04673332689881898 0.09870514407887702 0
+71 0.04421452102244197 0.08604225182349604 0
+72 0.04673332689883695 0.08981191121314849 0
+73 0.04044486163280988 0.08352344594711365 0
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+$EndElements
diff --git a/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.py b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.py
new file mode 100644
index 0000000000000000000000000000000000000000..fe1bae1a359053311f6efea2d852b70348afa6e1
--- /dev/null
+++ b/dG3D/benchmarks/J2plasticExtractCohesiveLaw/RVE1.py
@@ -0,0 +1,109 @@
+#coding-Utf-8-*-
+
+from gmshpy import *
+from dG3Dpy import*
+
+#script to launch PBC problem with a python script
+
+# material law
+lawnum = 2
+rho = 1e-9
+young = 3e3
+nu = 0.3
+sy0 = 100.
+h = 20.
+
+law1 = J2LinearDG3DMaterialLaw(lawnum,rho,young,nu,sy0,h)
+law1.setStrainOrder(-1)
+
+
+meshfile="RVE1.msh" # name of mesh file
+
+
+# creation of part Domain
+myfield1 = dG3DDomain(11,11,0,lawnum,0,2)
+myfield1.stabilityParameters(10)
+
+
+# solver
+sol = 2 # Gmm=0 (default) Taucs=1 PETsc=2
+soltype = 1 # StaticLinear=0 (default) StaticNonLinear=1
+nstep = 100 # number of step (used only if soltype=1)
+ftime =1. # Final time (used only if soltype=1)
+tol=1.e-5 # relative tolerance for NR scheme (used only if soltype=1)
+nstepArch=1 # Number of step between 2 archiving (used only if soltype=1)
+system = 3 # Displacement elimination =0 Multiplier elimination = 1 Displacement+ multiplier = 2
+control = 0 # load control = 0 arc length control euler = 1
+
+# creation of Solver
+mysolver = nonLinearMechSolver(1000)
+mysolver.loadModel(meshfile)
+mysolver.addDomain(myfield1)
+mysolver.addMaterialLaw(law1)
+mysolver.Scheme(soltype)
+mysolver.Solver(sol)
+mysolver.snlData(nstep,ftime,tol)
+mysolver.setSystemType(system)
+mysolver.setControlType(control)
+mysolver.stiffnessModification(True)
+mysolver.iterativeProcedure(True)
+mysolver.setMessageView(True)
+
+microBC = nonLinearPeriodicBC(10,2)
+microBC.setOrder(1)
+microBC.setBCPhysical(1,2,3,4)
+
+method =0 # Periodic mesh = 0, Langrange interpolation = 1, Cubic spline interpolation =2, FE linear= 3, FE Quad = 4
+degree = 3 # Order used for polynomial interpolation
+addvertex = False # Polynomial interpolation by mesh vertex = 0, Polynomial interpolation by virtual vertex
+microBC.setPeriodicBCOptions(method, degree,bool(addvertex))
+
+ # Deformation gradient
+microBC.setDeformationGradient(1.1,0.0,0.0,0.,1.,0.,0.,0.,1.)
+
+mysolver.addMicroBC(microBC)
+
+mysolver.setExtractCohesiveLawFromMicroDamage(True)
+mysolver.setLocalizationNormal(1.,0.,0.)
+mysolver.setRVELengthInNormalDirection(0.3)
+
+#stress averaging flag and averaging method 0- VOLUME, 1- SURFACE
+mysolver.stressAveragingFlag(True) # set stress averaging ON- 0 , OFF-1
+mysolver.setStressAveragingMethod(0) # 0 -volume 1- surface
+#tangent averaging flag
+mysolver.tangentAveragingFlag(True) # set tangent averaging ON -0, OFF -1
+mysolver.setTangentAveragingMethod(2,1e-6) # 0- perturbation 1- condensation
+
+
+
+# build view
+mysolver.internalPointBuildView("Green-Lagrange_xx",IPField.STRAIN_XX, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_yy",IPField.STRAIN_YY, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_zz",IPField.STRAIN_ZZ, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_xy",IPField.STRAIN_XY, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_yz",IPField.STRAIN_YZ, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_xz",IPField.STRAIN_XZ, 1, 1);
+
+mysolver.internalPointBuildView("svm",IPField.SVM, 1, 1)
+mysolver.internalPointBuildView("sig_xx",IPField.SIG_XX, 1, 1)
+mysolver.internalPointBuildView("sig_yy",IPField.SIG_YY, 1, 1)
+mysolver.internalPointBuildView("sig_zz",IPField.SIG_ZZ, 1, 1)
+mysolver.internalPointBuildView("sig_xy",IPField.SIG_XY, 1, 1)
+mysolver.internalPointBuildView("sig_yz",IPField.SIG_YZ, 1, 1)
+mysolver.internalPointBuildView("sig_xz",IPField.SIG_XZ, 1, 1)
+mysolver.internalPointBuildView("epl",IPField.PLASTICSTRAIN, 1, 1)
+mysolver.internalPointBuildView("Damage",IPField.DAMAGE, 1, 1)
+mysolver.internalPointBuildView("active Damage zone",IPField.ACTIVE_DAMAGING_ZONE, 1, 1)
+
+
+
+
+# solve
+mysolver.solve()
+
+# test check
+check = TestCheck()
+check.equal(2.244344e+01,mysolver.getHomogenizedStress(0,0),1.e-4)
+check.equal(-1.35792E+02,mysolver.getHomogenizedTangent(0,0,0,0),1.e-4)
+check.equal(5.802699e-03,mysolver.getHomogenizedCohesiveJump(0),1.e-4)
+
diff --git a/dG3D/benchmarks/PureThermoPBC/thermoMecPolycrystalCondensation.py b/dG3D/benchmarks/PureThermoPBC/thermoMecPolycrystalCondensation.py
index a44711efec13358e176ede6289e36e9b16c9046d..0e51f692e37e4cf4d6d9eff32d2f8bebfff6e3bf 100644
--- a/dG3D/benchmarks/PureThermoPBC/thermoMecPolycrystalCondensation.py
+++ b/dG3D/benchmarks/PureThermoPBC/thermoMecPolycrystalCondensation.py
@@ -104,9 +104,6 @@ mysolver.setSystemType(system)
mysolver.setMicroProblemIndentification(0, 1000);
mysolver.invertFlag(True)
-mysolver.setPeriodicity(h_x,0,0,"x")
-mysolver.setPeriodicity(0,h_y,0,"y")
-mysolver.setPeriodicity(0,0,h_z,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/compRVE/RVE.py b/dG3D/benchmarks/compRVE/RVE.py
index 83690a53f27f728a4e75d5a266c64c58c11dc7b5..65c132d23b457902dcbb6afae67a611dabab8341 100644
--- a/dG3D/benchmarks/compRVE/RVE.py
+++ b/dG3D/benchmarks/compRVE/RVE.py
@@ -100,9 +100,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-mysolver.setPeriodicity(1.e-2,0,0,"x")
-mysolver.setPeriodicity(0,1.e-2,0,"y")
-mysolver.setPeriodicity(0,0,1.e-3,"z")
#boundary condition
runTest=1
diff --git a/dG3D/benchmarks/conden_ldbc/run.py b/dG3D/benchmarks/conden_ldbc/run.py
index 6f09efc8b877ebb11bdbf37daf531c7f7800c976..34a4e0ef92ffe98ac1acc0e8e246e9e1d84b1507 100644
--- a/dG3D/benchmarks/conden_ldbc/run.py
+++ b/dG3D/benchmarks/conden_ldbc/run.py
@@ -48,10 +48,6 @@ mysolver.iterativeProcedure(True)
mysolver.setMessageView(True)
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
diff --git a/dG3D/benchmarks/conden_ldbc_DG/run.py b/dG3D/benchmarks/conden_ldbc_DG/run.py
index 99dc3d229e5f77b32bb9afd170da2f2058ea3472..33f4fba696641b60c64b52e2f8a73ce5ebeeee58 100644
--- a/dG3D/benchmarks/conden_ldbc_DG/run.py
+++ b/dG3D/benchmarks/conden_ldbc_DG/run.py
@@ -59,10 +59,6 @@ mysolver.iterativeProcedure(True)
mysolver.setMessageView(True)
-#rve - periodicity
-mysolver.setPeriodicity(0.03132,0,0,"x")
-mysolver.setPeriodicity(0,0.027123,0,"y")
-mysolver.setPeriodicity(0,0,0.0052,"z")
#boundary condition
microBC = nonLinearDisplacementBC(1000,3)
diff --git a/dG3D/benchmarks/conden_ldbc_SecondOrder/run.py b/dG3D/benchmarks/conden_ldbc_SecondOrder/run.py
index eed7f7632a0611ef148ee7431f51897c3cb7288c..89aad771050eb4b97d3764f74c252ee08ae586b8 100644
--- a/dG3D/benchmarks/conden_ldbc_SecondOrder/run.py
+++ b/dG3D/benchmarks/conden_ldbc_SecondOrder/run.py
@@ -48,10 +48,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearDisplacementBC(1000,3)
diff --git a/dG3D/benchmarks/conden_mixedBC_DG/run.py b/dG3D/benchmarks/conden_mixedBC_DG/run.py
index d8ce1c810381d868578e5ce57dbe6c16cf2f9257..beb27d66fc25fc95685d4f1bd4adf86c3065f593 100644
--- a/dG3D/benchmarks/conden_mixedBC_DG/run.py
+++ b/dG3D/benchmarks/conden_mixedBC_DG/run.py
@@ -58,12 +58,6 @@ mysolver.stiffnessModification(True)
mysolver.iterativeProcedure(True)
mysolver.setMessageView(True)
-
-#rve - periodicity
-mysolver.setPeriodicity(0.03132,0,0,"x")
-mysolver.setPeriodicity(0,0.027123,0,"y")
-mysolver.setPeriodicity(0,0,0.0052,"z")
-
#boundary condition
microBC = nonLinearMixedBC(1000,3)
microBC.setOrder(1)
diff --git a/dG3D/benchmarks/conden_mkbc/run.py b/dG3D/benchmarks/conden_mkbc/run.py
index a00f31274096fa9a72f03dd909965e3f9bd26777..582011e1f3bd04a338bb7251b84be5c2a334df54 100644
--- a/dG3D/benchmarks/conden_mkbc/run.py
+++ b/dG3D/benchmarks/conden_mkbc/run.py
@@ -48,10 +48,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearMinimalKinematicBC(1000,3)
diff --git a/dG3D/benchmarks/conden_mkbc_DG/run.py b/dG3D/benchmarks/conden_mkbc_DG/run.py
index 3fb1b42db5404aecd4e9eefddb84dd0a87fd6218..729626c8b517398c4bd1a6948b934c5e316db1a3 100644
--- a/dG3D/benchmarks/conden_mkbc_DG/run.py
+++ b/dG3D/benchmarks/conden_mkbc_DG/run.py
@@ -59,10 +59,6 @@ mysolver.iterativeProcedure(True)
mysolver.setMessageView(True)
-#rve - periodicity
-mysolver.setPeriodicity(0.03132,0,0,"x")
-mysolver.setPeriodicity(0,0.027123,0,"y")
-mysolver.setPeriodicity(0,0,0.0052,"z")
#creat microBC
microBC = nonLinearMinimalKinematicBC(1000,3)
diff --git a/dG3D/benchmarks/conden_mkbc_SecondOrder/run.py b/dG3D/benchmarks/conden_mkbc_SecondOrder/run.py
index edff30018c68fa7f478293df67e6dfbf8912460c..3079029c22f9473a186fb569c756eb6deae8f5d4 100644
--- a/dG3D/benchmarks/conden_mkbc_SecondOrder/run.py
+++ b/dG3D/benchmarks/conden_mkbc_SecondOrder/run.py
@@ -48,10 +48,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearMinimalKinematicBC(1000,3)
diff --git a/dG3D/benchmarks/conden_pbc/run.py b/dG3D/benchmarks/conden_pbc/run.py
index c6a443d159700f082906c5c3aca022e877214a43..8a72e1aeac3917c7009b77b7b1322069a4917c80 100644
--- a/dG3D/benchmarks/conden_pbc/run.py
+++ b/dG3D/benchmarks/conden_pbc/run.py
@@ -48,10 +48,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/conden_pbc_SecondOrder/run.py b/dG3D/benchmarks/conden_pbc_SecondOrder/run.py
index 17db6dbfa504a05db92fa6b67fdab4cc3655212f..116bcaa3c1e5e632fd6a46ddd75027685e6db594 100644
--- a/dG3D/benchmarks/conden_pbc_SecondOrder/run.py
+++ b/dG3D/benchmarks/conden_pbc_SecondOrder/run.py
@@ -49,10 +49,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/conden_pbc_project/run.py b/dG3D/benchmarks/conden_pbc_project/run.py
index d9c070fa71218443a5c7178398efc94f9977493a..c8b9f12cd2e51756f42fcd3d60f761432372a8f3 100644
--- a/dG3D/benchmarks/conden_pbc_project/run.py
+++ b/dG3D/benchmarks/conden_pbc_project/run.py
@@ -48,10 +48,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/elasticFE2/macro.py b/dG3D/benchmarks/elasticFE2/macro.py
index e95e7196e214b819ea61730c70cec80599c88fb5..cbb45e859661143fc23377cba41b79f57bb09143 100644
--- a/dG3D/benchmarks/elasticFE2/macro.py
+++ b/dG3D/benchmarks/elasticFE2/macro.py
@@ -42,9 +42,6 @@ macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
diff --git a/dG3D/benchmarks/fullThermoMecaMicro/run.py b/dG3D/benchmarks/fullThermoMecaMicro/run.py
index a0d638077b36d07695b9e28c4f8bf96642c2381a..91c086ddea24f7c78771a5944bac9439391ba67d 100644
--- a/dG3D/benchmarks/fullThermoMecaMicro/run.py
+++ b/dG3D/benchmarks/fullThermoMecaMicro/run.py
@@ -90,10 +90,6 @@ mysolver.setMessageView(True)
mysolver.initialBC("Volume","Position",11,3,Tr)
mysolver.initialBC("Volume","Position",12,3,Tr)
-#rve - periodicity
-mysolver.setPeriodicity(165e-6,0,0,"x")
-mysolver.setPeriodicity(0,165e-6,0,"y")
-mysolver.setPeriodicity(0,0,165e-6,"z")
#boundary condition
microBC = nonLinearPeriodicBC(10,3)
diff --git a/dG3D/benchmarks/interpolationPBC/idealHole.py b/dG3D/benchmarks/interpolationPBC/idealHole.py
index 9a4a84da0502f69d350fa85fe4acb6ff1e869bd7..c1b30d474e223bb1976750535d20ffd022276bcb 100644
--- a/dG3D/benchmarks/interpolationPBC/idealHole.py
+++ b/dG3D/benchmarks/interpolationPBC/idealHole.py
@@ -57,12 +57,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
-
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
microBC.setOrder(1)
diff --git a/dG3D/benchmarks/interpolationPBC_2DShifted/idealHole.py b/dG3D/benchmarks/interpolationPBC_2DShifted/idealHole.py
index 74b3bd15bd4adef6b580e93aace20a78253a7fe9..59db9c999360c952876e075198a5d2deb46a62f2 100644
--- a/dG3D/benchmarks/interpolationPBC_2DShifted/idealHole.py
+++ b/dG3D/benchmarks/interpolationPBC_2DShifted/idealHole.py
@@ -58,10 +58,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearShiftedPeriodicBC(100,2)
diff --git a/dG3D/benchmarks/interpolationPBC_FE1/idealHole.py b/dG3D/benchmarks/interpolationPBC_FE1/idealHole.py
index a36b3e2c279c5eb4e4fcac952f6acd0eee6dd460..d0ea28e7e2d399840b9bbe915b3cf6e7491c2771 100644
--- a/dG3D/benchmarks/interpolationPBC_FE1/idealHole.py
+++ b/dG3D/benchmarks/interpolationPBC_FE1/idealHole.py
@@ -58,10 +58,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
diff --git a/dG3D/benchmarks/interpolationPBC_FE2/idealHole.py b/dG3D/benchmarks/interpolationPBC_FE2/idealHole.py
index ffe6194c7927976768412657d31d6628f53d8425..96c95e8c872ae864f173999e25b6eb8b1e163acd 100644
--- a/dG3D/benchmarks/interpolationPBC_FE2/idealHole.py
+++ b/dG3D/benchmarks/interpolationPBC_FE2/idealHole.py
@@ -58,11 +58,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
-
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/interpolationPBC_Lagrange/idealHole.py b/dG3D/benchmarks/interpolationPBC_Lagrange/idealHole.py
index db7eb8b9b881c6c4dc9e6f68299f462bc1fb6af8..3082f227c676adf3bc2840944d74d3c21819e7ca 100644
--- a/dG3D/benchmarks/interpolationPBC_Lagrange/idealHole.py
+++ b/dG3D/benchmarks/interpolationPBC_Lagrange/idealHole.py
@@ -58,10 +58,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/interpolationPBC_SecondOrder/idealHole.py b/dG3D/benchmarks/interpolationPBC_SecondOrder/idealHole.py
index 52d33edd8afeadea8d3cd4c2d81e9810753e77f6..cf26e3e97c3ff4420a83bd8fb773a4f6936b4995 100644
--- a/dG3D/benchmarks/interpolationPBC_SecondOrder/idealHole.py
+++ b/dG3D/benchmarks/interpolationPBC_SecondOrder/idealHole.py
@@ -53,10 +53,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
diff --git a/dG3D/benchmarks/interpolationPBC_SecondOrder_insysElim/idealHole.py b/dG3D/benchmarks/interpolationPBC_SecondOrder_insysElim/idealHole.py
index 845f0864a5d3b8c54a899d1b6d7dca06e4bf7d21..76525178e0bd4a2236aff9e0ffbed257be4094f4 100644
--- a/dG3D/benchmarks/interpolationPBC_SecondOrder_insysElim/idealHole.py
+++ b/dG3D/benchmarks/interpolationPBC_SecondOrder_insysElim/idealHole.py
@@ -54,11 +54,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
mysolver.invertFlag(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
-
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
microBC.setOrder(2)
diff --git a/dG3D/benchmarks/microBC_reset/run.py b/dG3D/benchmarks/microBC_reset/run.py
index e4330699ccbacf9c93e7c052fe08046ae9392bbd..bf4ed24ac465fa33bddec25b2c2272c6bdaeaa81 100644
--- a/dG3D/benchmarks/microBC_reset/run.py
+++ b/dG3D/benchmarks/microBC_reset/run.py
@@ -48,10 +48,6 @@ mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearMinimalKinematicBC(1000,3)
diff --git a/dG3D/benchmarks/microNonLocalDamage/idealHole.py b/dG3D/benchmarks/microNonLocalDamage/idealHole.py
index dfb9b0cdd06ad213db588736b4fc249203a4ef1d..2a76271842abf390dae8e22cd6dc6cfc25f7751c 100644
--- a/dG3D/benchmarks/microNonLocalDamage/idealHole.py
+++ b/dG3D/benchmarks/microNonLocalDamage/idealHole.py
@@ -55,10 +55,6 @@ mysolver.stiffnessModification(True)
mysolver.iterativeProcedure(True)
mysolver.setMessageView(True)
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearPeriodicBC(10,3)
diff --git a/dG3D/benchmarks/multiscale2DThermoMechanics/macro.py b/dG3D/benchmarks/multiscale2DThermoMechanics/macro.py
index acf89b89aae70c61ad04f7436fa99bbb0cd6046f..6530aaaa67169967c8d00ed2ec9824fb2e1882ed 100644
--- a/dG3D/benchmarks/multiscale2DThermoMechanics/macro.py
+++ b/dG3D/benchmarks/multiscale2DThermoMechanics/macro.py
@@ -85,10 +85,6 @@ macromat.addMaterialLaw(law1);
macromat.addDomain(myfield2)
macromat.addMaterialLaw(law2);
-macromat.setPeriodicity(165e-6,0,0,"x")
-macromat.setPeriodicity(0,165e-6,0,"y")
-macromat.setPeriodicity(0,0,1.,"z")
-
macromat.addMicroBC(microBC)
macromat.setNumStep(1)
diff --git a/dG3D/benchmarks/multiscaleAdhesiveTest2D/model.py b/dG3D/benchmarks/multiscaleAdhesiveTest2D/model.py
index 14a8f141f1b7412879c2c9e7cd74a5afe7d61f56..cb39d09756d6c8d6aa00ffba525c99a474f1da7c 100644
--- a/dG3D/benchmarks/multiscaleAdhesiveTest2D/model.py
+++ b/dG3D/benchmarks/multiscaleAdhesiveTest2D/model.py
@@ -45,9 +45,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D/model.py
index aa7f24be51abfff22a49fa87a9be74903aaa31de..623192280938ee91f3499a32f2e64dd7e149ece4 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D/model.py
@@ -44,9 +44,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -141,6 +138,7 @@ interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
interdomain1.fixInterfaceDofComponent(2)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG/model.py
index 5fcbf6b721ea7801e6dcaba4523bb6ad889184ec..8c12b58f120e6664123e2fb576b6f567970eb7af 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG/model.py
@@ -70,9 +70,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -166,6 +163,7 @@ interdomain1.stabilityParameters(beta1)
interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_changeBCAfterFailure/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_changeBCAfterFailure/model.py
index baee0521ae14f52f9b72bedc7b06c9a96845d2f1..d20bf1015739637ab4133c35bfb8e9880cf5f73e 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_changeBCAfterFailure/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_changeBCAfterFailure/model.py
@@ -44,9 +44,7 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
+
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -150,7 +148,7 @@ interdomain1.stabilityParameters(beta1)
interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
-
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
mysolver.loadModel(macromeshfile)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_microPathFollowing/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_microPathFollowing/model.py
index 63eaded6997188c6be48acfce830d4bbf8ae349b..965bfa6f63f71e139ba2854a093efe704289f988 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_microPathFollowing/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_microPathFollowing/model.py
@@ -70,9 +70,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -167,6 +164,7 @@ interdomain1.stabilityParameters(beta1)
interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_rotateRVE/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_rotateRVE/model.py
index a26653258a12ccaf1968f69ee84c258adbe789ad..1d4f0a51cedecbf442c827b78a62d62a720cc458 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_rotateRVE/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_rotateRVE/model.py
@@ -44,9 +44,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -140,6 +137,7 @@ interdomain1.stabilityParameters(beta1)
interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_shiftedBC/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_shiftedBC/model.py
index 5cda30b84f825ca75c8c9d127f9b7abceaeda837..09358fd257cc6da2ee487694ee2a1be895814a86 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_shiftedBC/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_fullDG_shiftedBC/model.py
@@ -44,9 +44,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -140,6 +137,7 @@ interdomain1.stabilityParameters(beta1)
interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode/model.py
index 551e07969c7d00e057606e14e107fd31bba96372..42ed8b701e83fd135b757d09a1ffb1a4d53ac592 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode/model.py
@@ -44,9 +44,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -142,6 +139,7 @@ interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
interdomain1.fixInterfaceDofComponent(2)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/CMakeLists.txt b/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/CMakeLists.txt
index cbbd67f8dcae9f9a89fbe648697446d192383882..008e32a1fe87bec035b6a6623656ae320e859c30 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/CMakeLists.txt
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/CMakeLists.txt
@@ -4,7 +4,8 @@ set(PYFILE model.py)
set(FILES2DELETE
E_*.msh
- *.txt
+ E*.txt
+ InterfaceElement_part0.txt
*.csv
disp*
stress*
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/model.py
index 16e2663c6649262fbca9a735d194c5194cc783f6..403254a08d0688660cef36d7ad0ed978cc441422 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_mixedMode_compression/model.py
@@ -70,9 +70,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -228,5 +225,5 @@ mysolver.archivingForceOnPhysicalGroup("Edge",4,0)
mysolver.solve()
check = TestCheck()
-check.equal(2.716654e+02,mysolver.getArchivedForceOnPhysicalGroup("Edge", 4, 0),1.e-3)
+check.equal(8.457724e+01,mysolver.getArchivedForceOnPhysicalGroup("Edge", 4, 0),1.e-3)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_tangentByPert/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_tangentByPert/model.py
index 8f4b277b580739c8a452713c28f553af69d6ff3e..ed5db4c3a1962b779ec4fd1048f5921f473404b5 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_tangentByPert/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_tangentByPert/model.py
@@ -44,9 +44,7 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
+
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -141,6 +139,7 @@ interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
interdomain1.fixInterfaceDofComponent(2)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_unloading/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_unloading/model.py
index 7aac33cea5dfcf383ccb24eb07f4362097e5bc4c..6faf6de9c781d56c4076d612fb9ef9247d1a4f22 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_unloading/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_unloading/model.py
@@ -44,9 +44,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
@@ -143,6 +140,7 @@ interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
interdomain1.fixInterfaceDofComponent(2)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
diff --git a/dG3D/benchmarks/multiscaleCohesiveTest2D_unloadingElastic/model.py b/dG3D/benchmarks/multiscaleCohesiveTest2D_unloadingElastic/model.py
index 7be901a9eab9100dc18e8062ac03f07eb7958f68..596affe9203e154d2c3c8ec1bc03bf7edfa033de 100644
--- a/dG3D/benchmarks/multiscaleCohesiveTest2D_unloadingElastic/model.py
+++ b/dG3D/benchmarks/multiscaleCohesiveTest2D_unloadingElastic/model.py
@@ -48,9 +48,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
macromat1.setTolerance(1e-6,1e-10)
@@ -100,9 +97,10 @@ macromat1.internalPointBuildView("active Damage zone",IPField.ACTIVE_DAMAGING_ZO
macromat1.dirichletBC("Face",11,2,0.)
lcohNum = 13
-lawCoh = TwoFieldMultiscaleCohesive3DLaw(lcohNum,0.7)
+lawCoh = dG3DMultiscaleCohesiveLaw(lcohNum,0.7)
lawCoh.setCharacteristicLength(1.)
lawCoh.setLostSolutionUniquenssTolerance(0.95)
+lawCoh.setPenaltyParameter(1e8)
macromeshfile="model.msh" # name of mesh file
@@ -135,11 +133,10 @@ macrodomain2.distributeOnRootRank(False)
beta1 = 100.
interdomain1 = interDomainBetween3D(10,macrodomain1,macrodomain2,lcohNum,matnum1)
interdomain1.stabilityParameters(beta1)
-interdomain1.setMultipleFieldFormulation(True,2)
interdomain1.averageStrainBased(averageStrainBased)
interdomain1.setDistributedOtherRanks(True)
interdomain1.distributeOnRootRank(False)
-interdomain1.fixInterfaceDofComponent(2)
+interdomain1.setBulkDamageBlockedMethod(1)
# creation of Solver
mysolver = nonLinearMechSolver(1000)
@@ -170,8 +167,8 @@ mysolver.displacementBC("Edge",4,0,0.0)
fct = PiecewiseLinearFunction()
fct.put(0.,0.)
-fct.put(0.5,0.0035*0.7)
-fct.put(0.75,0.0035*0.5)
+fct.put(0.4,0.0035*0.7)
+fct.put(0.5,-0.001)
fct.put(1.,0.0035)
mysolver.displacementBC("Edge",2,0,fct)
@@ -220,5 +217,5 @@ mysolver.archivingInterfaceElementIP(7,8,IPField.INCOMPATIBLE_STRAIN_Z,4,0,1)
mysolver.solve()
check = TestCheck()
-check.equal(-1.034975e+01 ,mysolver.getArchivedForceOnPhysicalGroup("Edge", 4, 0),1.e-4)
+check.equal(-1.164721e+01 ,mysolver.getArchivedForceOnPhysicalGroup("Edge", 4, 0),1.e-4)
diff --git a/dG3D/benchmarks/multiscaleDomNonMultiscaleDomInterface/model.py b/dG3D/benchmarks/multiscaleDomNonMultiscaleDomInterface/model.py
index 28f172810f1ca1fcb2ef841436ef57c5952c4332..59b64004fa691151a496975d385803e967db1671 100644
--- a/dG3D/benchmarks/multiscaleDomNonMultiscaleDomInterface/model.py
+++ b/dG3D/benchmarks/multiscaleDomNonMultiscaleDomInterface/model.py
@@ -41,9 +41,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
diff --git a/dG3D/benchmarks/multiscaleEnforceCrackPath/model.py b/dG3D/benchmarks/multiscaleEnforceCrackPath/model.py
index a6ba395b3dd4f1b7f7a21ce9f6d187a166ba80a8..43ab8b5d9da48531e00029765783f720ef25b028 100644
--- a/dG3D/benchmarks/multiscaleEnforceCrackPath/model.py
+++ b/dG3D/benchmarks/multiscaleEnforceCrackPath/model.py
@@ -46,9 +46,6 @@ macromat1.addDomain(myfield2)
macromat1.addMaterialLaw(law1);
macromat1.addMaterialLaw(law2);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
diff --git a/dG3D/benchmarks/multiscaleEnhanceStrain/model.py b/dG3D/benchmarks/multiscaleEnhanceStrain/model.py
index 45f1903316f53e77aa7de33c4e2004a389a64d16..9565b80f9ebd30a4c6c708b0d966b56a5fc8388f 100644
--- a/dG3D/benchmarks/multiscaleEnhanceStrain/model.py
+++ b/dG3D/benchmarks/multiscaleEnhanceStrain/model.py
@@ -56,9 +56,6 @@ macromat1.setPerturbationMaterialLawIP(8,0);
macromat1.addPerturbationMaterialLaw(law2);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
diff --git a/dG3D/benchmarks/multiscale_1order_shearlayer/shearlayer.py b/dG3D/benchmarks/multiscale_1order_shearlayer/shearlayer.py
index 98e2ec4eb4cea0624cde973f39de0c3684740582..63a3e383421077e35f0b09f7331e246a8e7aae65 100644
--- a/dG3D/benchmarks/multiscale_1order_shearlayer/shearlayer.py
+++ b/dG3D/benchmarks/multiscale_1order_shearlayer/shearlayer.py
@@ -43,9 +43,6 @@ macromat = dG3DMultiscaleMaterialLaw(matnum, 1000)
macromat.loadModel(micromeshfile);
macromat.addDomain(myfield1)
macromat.addMaterialLaw(law1);
-macromat.setPeriodicity(1.,0,0,"x")
-macromat.setPeriodicity(0,1.,0,"y")
-macromat.setPeriodicity(0,0,1.,"z")
macromat.addMicroBC(microBC)
macromat.setTolerance(1e-6,1e-10)
diff --git a/dG3D/benchmarks/multiscale_2order_3Dsimple/multiscale.py b/dG3D/benchmarks/multiscale_2order_3Dsimple/multiscale.py
index 9b330319dcdb2552761ab4473da23106048d9bd1..ea0e2c74bc982e6dd3cdee3b4301a403c31589fd 100644
--- a/dG3D/benchmarks/multiscale_2order_3Dsimple/multiscale.py
+++ b/dG3D/benchmarks/multiscale_2order_3Dsimple/multiscale.py
@@ -44,9 +44,6 @@ macromat.loadModel(micromeshfile);
macromat.addDomain(myfield1)
macromat.addMaterialLaw(law1);
-macromat.setPeriodicity(1.,0,0,"x")
-macromat.setPeriodicity(0,1.,0,"y")
-macromat.setPeriodicity(0,0,1.,"z")
macromat.addMicroBC(microBC)
diff --git a/dG3D/benchmarks/multiscale_2order_shearlayer/shearlayer.py b/dG3D/benchmarks/multiscale_2order_shearlayer/shearlayer.py
index fe5edcb94f49524d97ffe31233a776bcf4551467..f9fedfea1774806ab90a6ffcc5cf03c6b78a315b 100644
--- a/dG3D/benchmarks/multiscale_2order_shearlayer/shearlayer.py
+++ b/dG3D/benchmarks/multiscale_2order_shearlayer/shearlayer.py
@@ -43,9 +43,6 @@ macromat = hoDGMultiscaleMaterialLaw(matnum, 1000)
macromat.loadModel(micromeshfile);
macromat.addDomain(myfield1)
macromat.addMaterialLaw(law1);
-macromat.setPeriodicity(1.,0,0,"x")
-macromat.setPeriodicity(0,1.,0,"y")
-macromat.setPeriodicity(0,0,1.,"z")
macromat.addMicroBC(microBC)
macromat.setNumStep(1)
diff --git a/dG3D/benchmarks/multiscale_interface/model.py b/dG3D/benchmarks/multiscale_interface/model.py
index ca18e079fb539336c8d0edf432f79a8aa285e41b..b4dfbeb25011651910b453f9b82c2e31c61f2a08 100644
--- a/dG3D/benchmarks/multiscale_interface/model.py
+++ b/dG3D/benchmarks/multiscale_interface/model.py
@@ -43,9 +43,6 @@ macromat = dG3DMultiscaleMaterialLaw(matnum, 1000)
macromat.loadModel(micromeshfile);
macromat.addDomain(myfield1)
macromat.addMaterialLaw(law1);
-macromat.setPeriodicity(1.,0,0,"x")
-macromat.setPeriodicity(0,1.,0,"y")
-macromat.setPeriodicity(0,0,1.,"z")
macromat.addMicroBC(microBC)
macromat.setNumStep(2)
diff --git a/dG3D/benchmarks/nonLinearMixedBC_2D/idealHole_mixBC.py b/dG3D/benchmarks/nonLinearMixedBC_2D/idealHole_mixBC.py
index 5283c4e853f7f8bfc064933d7cfd4e0b14b7ada5..3a83ec32bb1c5f19870ac938404b90b59563091f 100644
--- a/dG3D/benchmarks/nonLinearMixedBC_2D/idealHole_mixBC.py
+++ b/dG3D/benchmarks/nonLinearMixedBC_2D/idealHole_mixBC.py
@@ -57,10 +57,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(0.5,0,0,"x")
-mysolver.setPeriodicity(0,0.5,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearMixedBC(10,2)
diff --git a/dG3D/benchmarks/nonLinearMixedBC_2D_DirectionFollowing/idealHole_mixBC.py b/dG3D/benchmarks/nonLinearMixedBC_2D_DirectionFollowing/idealHole_mixBC.py
index 6839785f2a93668431cfd1d8dfc0bc83c60092ab..55f919f2b8be825993dc3e2d9aaed9b7ba26f4b7 100644
--- a/dG3D/benchmarks/nonLinearMixedBC_2D_DirectionFollowing/idealHole_mixBC.py
+++ b/dG3D/benchmarks/nonLinearMixedBC_2D_DirectionFollowing/idealHole_mixBC.py
@@ -57,10 +57,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(0.5,0,0,"x")
-mysolver.setPeriodicity(0,0.5,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearOrthogonalMixedBCDirectionFollowing(10,2)
diff --git a/dG3D/benchmarks/nonLinearMixedBC_2D_withPBC/idealHole_mixBC.py b/dG3D/benchmarks/nonLinearMixedBC_2D_withPBC/idealHole_mixBC.py
index 6028b469a519a9bb9396e58f24b343569a59ac3f..ab21149c2c5ab259225effb43353d08e778294fc 100644
--- a/dG3D/benchmarks/nonLinearMixedBC_2D_withPBC/idealHole_mixBC.py
+++ b/dG3D/benchmarks/nonLinearMixedBC_2D_withPBC/idealHole_mixBC.py
@@ -57,10 +57,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
#boundary condition
microBC = nonLinearMixedBC(10,2)
diff --git a/dG3D/benchmarks/nonLinearMixedBC_3D/idealHole_mixBC.py b/dG3D/benchmarks/nonLinearMixedBC_3D/idealHole_mixBC.py
index 292000b1c4b50bd587e940cf2f565460d075e5ec..05d5f2664b52c08e248ad44cf29dd2999bb09f08 100644
--- a/dG3D/benchmarks/nonLinearMixedBC_3D/idealHole_mixBC.py
+++ b/dG3D/benchmarks/nonLinearMixedBC_3D/idealHole_mixBC.py
@@ -57,10 +57,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,0.2,"z")
#boundary condition
diff --git a/dG3D/benchmarks/nonLinearMixedBC_3D_SecondOrder/rve.py b/dG3D/benchmarks/nonLinearMixedBC_3D_SecondOrder/rve.py
index eca08bfe42044d6fb8b759fddc1c1be5325f8128..adf2d2bf964226c2916d2b8d5dcca340cda73fb5 100644
--- a/dG3D/benchmarks/nonLinearMixedBC_3D_SecondOrder/rve.py
+++ b/dG3D/benchmarks/nonLinearMixedBC_3D_SecondOrder/rve.py
@@ -56,10 +56,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1,"z")
#boundary condition
microBC = nonLinearMixedBC(10,3)
diff --git a/dG3D/benchmarks/pathFollowingEnergyBased/arch3D.py b/dG3D/benchmarks/pathFollowingEnergyBased/arch3D.py
index 30bc6124fe0565f2e82765ed4f24c46cbdaf6b5b..92ee2c5362cecc6e541d6158b2e32582bc9aa41b 100644
--- a/dG3D/benchmarks/pathFollowingEnergyBased/arch3D.py
+++ b/dG3D/benchmarks/pathFollowingEnergyBased/arch3D.py
@@ -10,7 +10,7 @@ E = 70E3 #Young modulus
nu = 0.3 #Poisson ratio
K = E/3./(1.-2.*nu)
mu = E/2./(1+nu)
-sy0 = 300e100 #Yield stress
+sy0 = 300. #Yield stress
h = 300. # hardening modulus
rho = 1. #density
# geometry
diff --git a/dG3D/benchmarks/pathFollowingMultiscale/model.py b/dG3D/benchmarks/pathFollowingMultiscale/model.py
index 50e72b1a28bd659040588208f192a6f7d8d53ca7..76eeeb0a372587b9b6324cd37c0edbba0774861a 100644
--- a/dG3D/benchmarks/pathFollowingMultiscale/model.py
+++ b/dG3D/benchmarks/pathFollowingMultiscale/model.py
@@ -42,9 +42,6 @@ macromat1 = dG3DMultiscaleMaterialLaw(matnum1, 1000)
macromat1.loadModel(micromeshfile);
macromat1.addDomain(myfield1)
macromat1.addMaterialLaw(law1);
-macromat1.setPeriodicity(1.,0,0,"x")
-macromat1.setPeriodicity(0,1.,0,"y")
-macromat1.setPeriodicity(0,0,1.,"z")
macromat1.addMicroBC(microBC)
macromat1.setNumStep(3)
diff --git a/dG3D/benchmarks/pathFollowing_TrueSnapback/twoHole.py b/dG3D/benchmarks/pathFollowing_TrueSnapback/twoHole.py
index b2adab7c490325d3cdf32755b6492e327a61c62c..655b6439c001ed89384ef0bada88cd1a4aff6646 100644
--- a/dG3D/benchmarks/pathFollowing_TrueSnapback/twoHole.py
+++ b/dG3D/benchmarks/pathFollowing_TrueSnapback/twoHole.py
@@ -35,9 +35,9 @@ myfield1.stabilityParameters(beta1)
# solver
sol = 2 # Gmm=0 (default) Taucs=1 PETsc=2
soltype =1 # StaticLinear=0 (default) StaticNonLinear=1
-nstep = 38 # number of step (used only if soltype=1)
+nstep = 30 # number of step (used only if soltype=1)
ftime =1. # Final time (used only if soltype=1)
-tol=1.e-4 # relative tolerance for NR scheme (used only if soltype=1)
+tol=1.e-5 # relative tolerance for NR scheme (used only if soltype=1)
nstepArch=1 # Number of step between 2 archiving (used only if soltype=1)
# creation of Solver
@@ -89,4 +89,4 @@ mysolver.archivingForceOnPhysicalGroup('Face',12,1)
mysolver.solve()
check = TestCheck()
-check.equal(-4.239069e+03,mysolver.getArchivedForceOnPhysicalGroup("Face", 12, 1),1.e-4)
+check.equal(-9.223652e+02,mysolver.getArchivedForceOnPhysicalGroup("Face", 12, 1),1.e-4)
diff --git a/dG3D/benchmarks/pathFollowing_snapback/twoHole.py b/dG3D/benchmarks/pathFollowing_snapback/twoHole.py
index 52e5fcb0c3a16ef3270403346c5e17d7d5db8790..9b4dfe0f4c912fe6446fe18ec3d39ba773e12f81 100644
--- a/dG3D/benchmarks/pathFollowing_snapback/twoHole.py
+++ b/dG3D/benchmarks/pathFollowing_snapback/twoHole.py
@@ -35,9 +35,9 @@ myfield1.stabilityParameters(beta1)
# solver
sol = 2 # Gmm=0 (default) Taucs=1 PETsc=2
soltype =1 # StaticLinear=0 (default) StaticNonLinear=1
-nstep = 40 # number of step (used only if soltype=1)
+nstep = 35 # number of step (used only if soltype=1)
ftime =1. # Final time (used only if soltype=1)
-tol=1.e-3 # relative tolerance for NR scheme (used only if soltype=1)
+tol=1.e-5 # relative tolerance for NR scheme (used only if soltype=1)
nstepArch=1 # Number of step between 2 archiving (used only if soltype=1)
# creation of Solver
@@ -51,7 +51,7 @@ mysolver.snlData(nstep,ftime,tol)
mysolver.pathFollowing(True,1)
# time-step adaptation by number of NR iterations
-mysolver.setPathFollowingIncrementAdaptation(True,3)
+mysolver.setPathFollowingIncrementAdaptation(True,4)
mysolver.setPathFollowingLocalSteps(1e-2,1e-6)
mysolver.setPathFollowingLocalIncrementType(1);
@@ -89,4 +89,4 @@ mysolver.archivingForceOnPhysicalGroup('Face',12,1)
mysolver.solve()
check = TestCheck()
-check.equal(-5.452552e+03,mysolver.getArchivedForceOnPhysicalGroup("Face", 12, 1),1.e-4)
+check.equal(-2.256506e+03,mysolver.getArchivedForceOnPhysicalGroup("Face", 12, 1),1.e-4)
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlastic/cylinder.py b/dG3D/benchmarks/powerYieldViscoElastoPlastic/cylinder.py
index f117e9db6d4f128fb00e009422d1f749e451342a..2e237130ebf15ef23202e7ada635686870ae4303 100644
--- a/dG3D/benchmarks/powerYieldViscoElastoPlastic/cylinder.py
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlastic/cylinder.py
@@ -26,11 +26,13 @@ ht = 300.
# creation of law
hardenc = LinearExponentialJ2IsotropicHardening(1, sy0c, hc, 0., 10.)
hardent = LinearExponentialJ2IsotropicHardening(2, sy0t, ht, 0., 10.)
-
+hardenk = PolynomialKinematicHardening(3,1)
+hardenk.setCoefficients(1,370.)
law1 = HyperViscoElastoPlasticPowerYieldDG3DMaterialLaw(lawnum,rho,E,nu,1e-6,False,1e-8)
law1.setCompressionHardening(hardenc)
law1.setTractionHardening(hardent)
+law1.setKinematicHardening(hardenk)
law1.setStrainOrder(5)
@@ -119,4 +121,4 @@ mysolver.archivingNodeDisplacement(5,2,1)
mysolver.solve()
check = TestCheck()
-check.equal(-4.755446e+03,mysolver.getArchivedForceOnPhysicalGroup("Face", 1, 2),1.e-3)
+check.equal(-5.609926e+03,mysolver.getArchivedForceOnPhysicalGroup("Face", 1, 2),1.e-3)
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/CMakeLists.txt b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/CMakeLists.txt
new file mode 100644
index 0000000000000000000000000000000000000000..740be5dcb29efaa6cfc2d59ec99f335e356db0bb
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/CMakeLists.txt
@@ -0,0 +1,11 @@
+# test file
+
+set(PYFILE model.py)
+
+set(FILES2DELETE
+ disp*.msh
+ stress*.msh
+ *.csv
+)
+
+add_cm3python_mpi_test(4 ${PYFILE} "${FILES2DELETE}")
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.geo b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.geo
new file mode 100644
index 0000000000000000000000000000000000000000..8ed070c809778eb0e80edc661d9491f97f1a05b0
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.geo
@@ -0,0 +1,53 @@
+mm = 1e-3;
+
+L = 10*mm;
+H = 20*mm;
+Z = 0.3*mm;
+
+H1 = 0.6*H;
+R1 = 2*mm;
+H2 = 0.4*H;
+R2 = 2*mm;
+
+lc1 =0.08*L;
+lc2 = 0.7*lc1;
+
+Point(1) = {0,0,0,lc1};
+Point(2) = {L,0,0,lc1};
+Point(3) = {L,H1-R1,0,lc2};
+Point(4) = {L-R1,H1,0,lc2};
+Point(5) = {L,H1+R1,0,lc2};
+Point(6) = {L,H,0,lc1};
+Point(7) = {0,H,0,lc1};
+Point(8) = {0,H2+R2,0,lc2};
+Point(9) = {R2,H2,0,lc2};
+Point(10) = {0,H2-R2,0,lc2};
+Point(11) = {L,H1,0};
+Point(12) = {0,H2,0};
+Line(1) = {1, 2};
+Line(2) = {2, 3};
+Line(3) = {5, 6};
+Line(4) = {6, 7};
+Line(5) = {7, 8};
+Line(6) = {10, 1};
+Circle(7) = {5, 11, 4};
+Circle(8) = {4, 11, 3};
+Circle(9) = {8, 12, 9};
+Circle(10) = {9, 12, 10};
+Line Loop(11) = {5, 9, 10, 6, 1, 2, -8, -7, 3, 4};
+Plane Surface(12) = {11};
+
+//Recombine Surface {12};
+//+
+Extrude {0, 0, 1*mm} {
+ Surface{12}; Layers{1}; Recombine;
+}
+//+
+Physical Volume(11) = {1};
+
+//+
+Physical Surface(111) = {43};
+//+
+Physical Surface(112) = {63};
+//+
+Physical Point(113) = {7};
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.msh b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.msh
new file mode 100644
index 0000000000000000000000000000000000000000..f3222cddd2de2a5991906a9953a51bc49759467c
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.msh
@@ -0,0 +1,2660 @@
+$MeshFormat
+2.2 0 8
+$EndMeshFormat
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diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.py b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.py
new file mode 100644
index 0000000000000000000000000000000000000000..56555e49eb94e181907f97f2809d73c66ff8b2d2
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticFullFailure/model.py
@@ -0,0 +1,145 @@
+#coding-Utf-8-*-
+
+from gmshpy import *
+from dG3Dpy import*
+
+from math import*
+
+#script to launch PBC problem with a python script
+
+# material law
+lawnumMatrix = 51 # unique number of law
+
+E = 2.45E9 #MPa
+nu = 0.39
+K = E/3./(1.-2.*nu) # Bulk mudulus
+mu =E/2./(1.+nu) # Shear mudulus
+rho = 1.4e3 # Bulk mass ton/mm3
+sy0c = 48.e6
+fact = 0.8;
+sy0t = sy0c*fact;
+hardenc = ExponentialJ2IsotropicHardening(1,sy0c,55.e6,76.)
+hardent = ExponentialJ2IsotropicHardening(2,sy0t,55.e6*fact,76.)
+hardenk = PolynomialKinematicHardening(3,4)
+hardenk.setCoefficients(2,170.E6)
+hardenk.setCoefficients(3,-440.E6)
+hardenk.setCoefficients(4,1100.E6)
+
+damlaw1 = SimpleSaturateDamageLaw(1, 45, 0.2,0.,2.)
+cl1 = IsotropicCLengthLaw(1, 2.e-6)
+
+damlaw2 = PowerBrittleDamagelaw(2,0,5e-2,1.,0.3)
+damlaw2.setCriticalDamage(0.9)
+cl2 = IsotropicCLengthLaw(2, 16.e-6)
+
+lawMatrix = NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure(lawnumMatrix,rho,E,nu,hardenc,hardent,hardenk,cl1,cl2,damlaw1,damlaw2,1e-6,False,1e-8)
+lawMatrix.setYieldPowerFactor(3.5)
+lawMatrix.setNonAssociatedFlow(True)
+lawMatrix.nonAssociatedFlowRuleFactor(0.3)
+lawMatrix.setStrainOrder(3)
+lawMatrix.setViscoelasticMethod(0)
+N = 4;
+lawMatrix.setViscoElasticNumberOfElement(N)
+lawMatrix.setViscoElasticData(1,380e6,7202.)
+lawMatrix.setViscoElasticData(2,190e6,71.6)
+lawMatrix.setViscoElasticData(3,95e6,0.73)
+lawMatrix.setViscoElasticData(4,48e6,0.073)
+# failure
+#Xc = PowerFailureLaw(1,253.e6,38.e6,0.14)
+#Xt = PowerFailureLaw(2,92.e6,18.e6,0.14)
+Xc = ConstantFailureLaw(1,262.5e6)
+Xt = ConstantFailureLaw(2,100e6)
+
+lawMatrix.setCompressiveFailureModel(Xc)
+lawMatrix.setTractionFailureModel(Xt)
+lawMatrix.setFailurePower(2)
+eta = constantViscosityLaw(1,3e10)
+lawMatrix.setViscosityEffect(eta,0.21)
+
+# geometry
+meshfile="model.msh" # name of mesh file
+
+
+# creation of part Domain
+dim =3
+fullDg = 0 #O = CG, 1 = DG
+space1 = 0 # function space (Lagrange=0)
+beta1 = 100
+# creation of part Domain
+nfieldMatrix = 11 # number of the field (physical number of surface)
+myfieldMatrix = nonLocalDamageDG3DDomain(1000,nfieldMatrix,space1,lawnumMatrix,fullDg,1.e6,3,2)
+#myfieldMatrix.matrixByPerturbation(1,1,1,1e-6)
+myfieldMatrix.stabilityParameters(beta1)
+myfieldMatrix.nonLocalStabilityParameters(beta1,True)
+
+
+# solver
+sol = 2 # Gmm=0 (default) Taucs=1 PETsc=2
+soltype =1 # StaticLinear=0 (default) StaticNonLinear=1
+nstep = 150 # number of step (used only if soltype=1)
+ftime =1100. # Final time (used only if soltype=1)
+tol=1.e-6 # relative tolerance for NR scheme (used only if soltype=1)
+nstepArch=1 # Number of step between 2 archiving (used only if soltype=1)
+
+# creation of Solver
+mysolver = nonLinearMechSolver(1000)
+mysolver.loadModel(meshfile)
+mysolver.addDomain(myfieldMatrix)
+mysolver.addMaterialLaw(lawMatrix)
+
+
+mysolver.Scheme(soltype)
+mysolver.Solver(sol)
+mysolver.snlData(nstep,ftime,tol)
+mysolver.stepBetweenArchiving(nstepArch)
+
+mysolver.displacementBC("Volume",11,2,0.)
+mysolver.displacementBC("Face",111,1,0.)
+mysolver.displacementBC("Face",111,0,0.)
+
+mysolver.displacementBC("Face",112,0,0.)
+mysolver.displacementBC("Face",112,1,1.e-6)
+
+
+
+
+# build view
+mysolver.internalPointBuildView("Green-Lagrange_xx",IPField.STRAIN_XX, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_yy",IPField.STRAIN_YY, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_zz",IPField.STRAIN_ZZ, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_xy",IPField.STRAIN_XY, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_yz",IPField.STRAIN_YZ, 1, 1);
+mysolver.internalPointBuildView("Green-Lagrange_xz",IPField.STRAIN_XZ, 1, 1);
+mysolver.internalPointBuildView("sig_xx",IPField.SIG_XX, 1, 1);
+mysolver.internalPointBuildView("sig_yy",IPField.SIG_YY, 1, 1);
+mysolver.internalPointBuildView("sig_zz",IPField.SIG_ZZ, 1, 1);
+mysolver.internalPointBuildView("sig_xy",IPField.SIG_XY, 1, 1);
+mysolver.internalPointBuildView("sig_yz",IPField.SIG_YZ, 1, 1);
+mysolver.internalPointBuildView("sig_xz",IPField.SIG_XZ, 1, 1);
+mysolver.internalPointBuildView("sig_VM",IPField.SVM, 1, 1);
+mysolver.internalPointBuildView("Equivalent plastic strain",IPField.PLASTICSTRAIN, 1, 1);
+mysolver.internalPointBuildView("pression",IPField.PRESSION,1,1)
+mysolver.internalPointBuildView("plastic possio ratio",IPField.PLASTIC_POISSON_RATIO,1,1)
+mysolver.internalPointBuildView("Damage",IPField.DAMAGE,1,1)
+mysolver.internalPointBuildView("failure onset",IPField.FAILURE_ONSET,1,1)
+mysolver.internalPointBuildView("nonlocal Plastic strain",IPField.NONLOCAL_PLASTICSTRAIN,1,1)
+
+mysolver.internalPointBuildView("Saturation Damage",IPField.DAMAGE0,1,1)
+mysolver.internalPointBuildView("Failure Damage",IPField.DAMAGE1,1,1)
+mysolver.internalPointBuildView("Nonlocal Failure plasticity",IPField.NONLOCAL_FAILURE_PLASTICSTRAIN,1,1)
+
+
+
+#archiving
+mysolver.archivingForceOnPhysicalGroup('Face',111,0)
+mysolver.archivingForceOnPhysicalGroup('Face',111,1)
+mysolver.archivingForceOnPhysicalGroup('Face',112,0)
+mysolver.archivingForceOnPhysicalGroup('Face',112,1)
+mysolver.archivingNodeDisplacement(113,1)
+
+# solve
+mysolver.solve()
+
+check = TestCheck()
+check.equal(-4.287653e+02,mysolver.getArchivedForceOnPhysicalGroup("Face", 111, 1),1.e-4)
+
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/CMakeLists.txt b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/CMakeLists.txt
new file mode 100644
index 0000000000000000000000000000000000000000..d6c9fae6b6839022571a1d9a21501dae3cd29380
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/CMakeLists.txt
@@ -0,0 +1,11 @@
+# test file
+
+set(PYFILE cylinder.py)
+
+set(FILES2DELETE
+ disp.msh
+ stress.msh
+ *.csv
+)
+
+add_cm3python_test(${PYFILE} "${FILES2DELETE}")
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.geo b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.geo
new file mode 100644
index 0000000000000000000000000000000000000000..b7914ad13f66e2bf45173c552530ce3b3c7ba8a7
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.geo
@@ -0,0 +1,27 @@
+mm = 1;
+D = 12.*mm;
+H = 12.*mm;
+
+R = D/2.;
+lsca = 0.15*D;
+
+Point(1) = {0,0,0,lsca};
+Point(2) = {R,0,0,lsca};
+Point(3) = {0,R,0,lsca};
+
+Circle(1) = {3, 1, 2};
+Line(2) = {3, 1};
+Line(3) = {1, 2};
+Line Loop(4) = {1, -3, -2};
+Plane Surface(5) = {4};
+Extrude {0, 0, H/2} {
+ Surface{5}; Layers{5}; //Recombine;
+}
+Physical Volume(11) = {1};
+Physical Surface(1) = {5};
+Physical Surface(2) = {22};
+Physical Surface(3) = {17};
+Physical Surface(4) = {21};
+Physical Point(5) = {5};
+
+//Recombine Surface {5};
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.msh b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.msh
new file mode 100644
index 0000000000000000000000000000000000000000..0f52bfc5a294857b8f304b1da6e258fb7505d374
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.msh
@@ -0,0 +1,698 @@
+$MeshFormat
+2.2 0 8
+$EndMeshFormat
+$Nodes
+132
+1 0 0 0
+2 6 0 0
+3 0 6 0
+4 0 6 6
+5 0 0 6
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diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.py b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.py
new file mode 100644
index 0000000000000000000000000000000000000000..315ba33fc133d0365abe601e92b5f6b835ae116c
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlasticSaturationDamage/cylinder.py
@@ -0,0 +1,133 @@
+#coding-Utf-8-*-
+
+from gmshpy import *
+from dG3Dpy import*
+
+from math import*
+
+#script to launch PBC problem with a python script
+
+# material law
+lawnum = 11 # unique number of law
+
+E = 2.7E3 #MPa
+nu = 0.3
+K = E/3./(1.-2.*nu) # Bulk mudulus
+mu =E/2./(1.+nu) # Shear mudulus
+rho = 7850e-9 # Bulk mass
+
+sy0c = 100. #MPa
+hc = 300.
+
+sy0t = sy0c*0.78
+ht = 300.
+
+
+# creation of law
+hardenc = LinearExponentialJ2IsotropicHardening(1, sy0c, hc, 0., 10.)
+hardent = LinearExponentialJ2IsotropicHardening(2, sy0t, ht, 0., 10.)
+hardenk = PolynomialKinematicHardening(3,1)
+hardenk.setCoefficients(1,370.)
+
+
+cl = IsotropicCLengthLaw(1, 1.)
+#saturation law
+H = 50.
+Dinf = 0.3
+pi = 0.
+alpha = 1.
+damlaw = SimpleSaturateDamageLaw(1, H, Dinf,pi,alpha)
+
+law1 = NonLocalDamagePowerYieldHyperDG3DMaterialLaw(lawnum,rho,E,nu,hardenc,hardent,hardenk,cl,damlaw,1e-6,False,1e-8)
+
+law1.setStrainOrder(5)
+law1.setYieldPowerFactor(3.5)
+law1.setNonAssociatedFlow(True)
+law1.nonAssociatedFlowRuleFactor(0.5)
+law1.setViscoelasticMethod(0)
+N = 4;
+law1.setViscoElasticNumberOfElement(N)
+law1.setViscoElasticData(1,1380,7202.)
+law1.setViscoElasticData(2,1190,71.6)
+law1.setViscoElasticData(3,195,0.73)
+law1.setViscoElasticData(4,148,0.073)
+
+eta = constantViscosityLaw(1,3e4)
+law1.setViscosityEffect(eta,0.21)
+
+# geometry
+meshfile="cylinder.msh" # name of mesh file
+
+fullDg = 0 #O = CG, 1 = DG
+space1 = 0 # function space (Lagrange=0)
+beta1 = 100
+# creation of part Domain
+nfield = 11 # number of the field (physical number of surface)
+
+myfield1 = nonLocalDamageDG3DDomain(1000,nfield,space1,lawnum,fullDg,1.)
+#myfield1.matrixByPerturbation(1,1,1,1e-8)
+myfield1.stabilityParameters(beta1)
+myfield1.nonLocalStabilityParameters(beta1,True)
+
+# solver
+sol = 2 # Gmm=0 (default) Taucs=1 PETsc=2
+soltype =1 # StaticLinear=0 (default) StaticNonLinear=1
+nstep = 200 # number of step (used only if soltype=1)
+ftime =1.e-2 # Final time (used only if soltype=1)
+tol=1.e-8 # relative tolerance for NR scheme (used only if soltype=1)
+nstepArch=1 # Number of step between 2 archiving (used only if soltype=1)
+
+
+
+# creation of Solver
+mysolver = nonLinearMechSolver(1000)
+mysolver.loadModel(meshfile)
+mysolver.addDomain(myfield1)
+mysolver.addMaterialLaw(law1)
+mysolver.Scheme(soltype)
+mysolver.Solver(sol)
+mysolver.snlData(nstep,ftime,tol)
+
+mysolver.displacementBC('Face',1,2,0.)
+mysolver.displacementBC('Face',3,1,0.)
+mysolver.displacementBC('Face',4,0,0.)
+
+mysolver.displacementBC('Face',1,0,0)
+mysolver.displacementBC('Face',1,1,0)
+mysolver.displacementBC('Face',2,2,1.e2)
+
+# build view
+mysolver.internalPointBuildView("Strain_xx",IPField.STRAIN_XX, 1, 1);
+mysolver.internalPointBuildView("Strain_yy",IPField.STRAIN_YY, 1, 1);
+mysolver.internalPointBuildView("Strain_zz",IPField.STRAIN_ZZ, 1, 1);
+mysolver.internalPointBuildView("Strain_xy",IPField.STRAIN_XY, 1, 1);
+mysolver.internalPointBuildView("Strain_yz",IPField.STRAIN_YZ, 1, 1);
+mysolver.internalPointBuildView("Strain_xz",IPField.STRAIN_XZ, 1, 1);
+mysolver.internalPointBuildView("sig_xx",IPField.SIG_XX, 1, 1);
+mysolver.internalPointBuildView("sig_yy",IPField.SIG_YY, 1, 1);
+mysolver.internalPointBuildView("sig_zz",IPField.SIG_ZZ, 1, 1);
+mysolver.internalPointBuildView("sig_xy",IPField.SIG_XY, 1, 1);
+mysolver.internalPointBuildView("sig_yz",IPField.SIG_YZ, 1, 1);
+mysolver.internalPointBuildView("sig_xz",IPField.SIG_XZ, 1, 1);
+mysolver.internalPointBuildView("sig_VM",IPField.SVM, 1, 1);
+mysolver.internalPointBuildView("Equivalent plastic strain",IPField.PLASTICSTRAIN, 1, 1);
+mysolver.internalPointBuildView("pression",IPField.PRESSION,1,1)
+mysolver.internalPointBuildView("plastic possion ratio",IPField.PLASTIC_POISSON_RATIO,1,1)
+mysolver.internalPointBuildView("Compression plastic strain",IPField.PLASTICSTRAIN_COMPRESSION, 1, 1);
+mysolver.internalPointBuildView("Traction plastic strain",IPField.PLASTICSTRAIN_TRACTION, 1, 1);
+mysolver.internalPointBuildView("damage",IPField.DAMAGE,1,1)
+
+
+#archiving
+mysolver.archivingForceOnPhysicalGroup('Face',1,0)
+mysolver.archivingForceOnPhysicalGroup('Face',1,1)
+mysolver.archivingForceOnPhysicalGroup('Face',1,2)
+mysolver.archivingNodeDisplacement(5,0,1)
+mysolver.archivingNodeDisplacement(5,1,1)
+mysolver.archivingNodeDisplacement(5,2,1)
+# solve
+mysolver.solve()
+
+check = TestCheck()
+check.equal(-4.644401e+03,mysolver.getArchivedForceOnPhysicalGroup("Face", 1, 2),1.e-3)
+
diff --git a/dG3D/benchmarks/shiftedPBC_2D/idealHole_mixBC.py b/dG3D/benchmarks/shiftedPBC_2D/idealHole_mixBC.py
index 8fe297bf0d5fb7be0e197146e49fe66afcdfe5bd..5db7d2b299044ae34cf401bf7009601c767fd155 100644
--- a/dG3D/benchmarks/shiftedPBC_2D/idealHole_mixBC.py
+++ b/dG3D/benchmarks/shiftedPBC_2D/idealHole_mixBC.py
@@ -57,11 +57,6 @@ mysolver.stiffnessModification(bool(1))
mysolver.iterativeProcedure(bool(1))
mysolver.setMessageView(bool(1))
-#rve - periodicity
-mysolver.setPeriodicity(1.,0,0,"x")
-mysolver.setPeriodicity(0,1.,0,"y")
-mysolver.setPeriodicity(0,0,1.,"z")
-
#boundary condition
microBC = nonLinearShiftedPeriodicBC(10,2)
microBC.setOrder(1)
diff --git a/dG3D/benchmarks/thermoMecPBC/thermoMecPolycrystal.py b/dG3D/benchmarks/thermoMecPBC/thermoMecPolycrystal.py
index 06bce21e007a29b4eb9db02979ff876cad5c6215..74c069bcffb4efc43f5d1e19b287c340af4a8b54 100644
--- a/dG3D/benchmarks/thermoMecPBC/thermoMecPolycrystal.py
+++ b/dG3D/benchmarks/thermoMecPBC/thermoMecPolycrystal.py
@@ -100,9 +100,6 @@ mysolver.setSystemType(system)
#mysolver.setControlType(control)
mysolver.setMicroProblemIndentification(0, 1000);
-mysolver.setPeriodicity(h_x,0,0,"x")
-mysolver.setPeriodicity(0,h_y,0,"y")
-mysolver.setPeriodicity(0,0,h_z,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/thermoMecPBCCondensation/thermoMecPolycrystalCondensation.py b/dG3D/benchmarks/thermoMecPBCCondensation/thermoMecPolycrystalCondensation.py
index 7c9c5c321aed6ce7eca75b0d34ffd3faa50933e5..8dd04e62bd44b51d17eaec7e8e0ca1e81a1b5585 100644
--- a/dG3D/benchmarks/thermoMecPBCCondensation/thermoMecPolycrystalCondensation.py
+++ b/dG3D/benchmarks/thermoMecPBCCondensation/thermoMecPolycrystalCondensation.py
@@ -99,10 +99,6 @@ mysolver.setSystemType(system)
#mysolver.setControlType(control)
mysolver.setMicroProblemIndentification(0, 1000);
-mysolver.setPeriodicity(h_x,0,0,"x")
-mysolver.setPeriodicity(0,h_y,0,"y")
-mysolver.setPeriodicity(0,0,h_z,"z")
-
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
microBC.setOrder(1)
diff --git a/dG3D/benchmarks/thermoMecPBCInSystemCondensation/thermoMecPolycrystalCondensation.py b/dG3D/benchmarks/thermoMecPBCInSystemCondensation/thermoMecPolycrystalCondensation.py
index ad55511bcda5801806d951e3334e902aa8740943..4e85300281be62eca963a21552ca9181b8c2b4a4 100644
--- a/dG3D/benchmarks/thermoMecPBCInSystemCondensation/thermoMecPolycrystalCondensation.py
+++ b/dG3D/benchmarks/thermoMecPBCInSystemCondensation/thermoMecPolycrystalCondensation.py
@@ -102,9 +102,6 @@ mysolver.setSystemType(system)
mysolver.setMicroProblemIndentification(0, 1000);
-mysolver.setPeriodicity(h_x,0,0,"x")
-mysolver.setPeriodicity(0,h_y,0,"y")
-mysolver.setPeriodicity(0,0,h_z,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
microBC.setOrder(1)
diff --git a/dG3D/benchmarks/thermoMecPBCInSystemCondensationElim/thermoMecPolycrystalCondensation.py b/dG3D/benchmarks/thermoMecPBCInSystemCondensationElim/thermoMecPolycrystalCondensation.py
index 0cdc38c258b41393dacdf7668cc92ee720bcaec1..106218afec266b71dab3b70fd490799e6981a3ff 100644
--- a/dG3D/benchmarks/thermoMecPBCInSystemCondensationElim/thermoMecPolycrystalCondensation.py
+++ b/dG3D/benchmarks/thermoMecPBCInSystemCondensationElim/thermoMecPolycrystalCondensation.py
@@ -100,9 +100,6 @@ mysolver.setSystemType(system)
mysolver.setMicroProblemIndentification(0, 1000);
mysolver.invertFlag(True)
-mysolver.setPeriodicity(h_x,0,0,"x")
-mysolver.setPeriodicity(0,h_y,0,"y")
-mysolver.setPeriodicity(0,0,h_z,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/benchmarks/thermoMecPBCPertElim/thermoMecPolycrystal.py b/dG3D/benchmarks/thermoMecPBCPertElim/thermoMecPolycrystal.py
index 1be796cdc297397e86d72b3cdf83470ce4275fd5..e3dccd0f360e773b432dcddb512e9c7b4184f840 100644
--- a/dG3D/benchmarks/thermoMecPBCPertElim/thermoMecPolycrystal.py
+++ b/dG3D/benchmarks/thermoMecPBCPertElim/thermoMecPolycrystal.py
@@ -99,9 +99,6 @@ mysolver.setSystemType(system)
#mysolver.setControlType(control)
mysolver.setMicroProblemIndentification(0, 1000);
-mysolver.setPeriodicity(h_x,0,0,"x")
-mysolver.setPeriodicity(0,h_y,0,"y")
-mysolver.setPeriodicity(0,0,h_z,"z")
#boundary condition
microBC = nonLinearPeriodicBC(1000,3)
diff --git a/dG3D/src/FractureCohesiveDG3DIPVariable.h b/dG3D/src/FractureCohesiveDG3DIPVariable.h
index 36e9a9f063a24fda7a997db00277f946240fb52b..08b55f534f301f93ad68a9e4e119d149dadcbafc 100644
--- a/dG3D/src/FractureCohesiveDG3DIPVariable.h
+++ b/dG3D/src/FractureCohesiveDG3DIPVariable.h
@@ -39,15 +39,16 @@ class FractureCohesive3DIPVariable : public IPVariable2ForFracture<dG3DIPVariabl
virtual double get(const int i) const;
virtual double defoEnergy() const{return _ipvfrac->defoEnergy();}
virtual double plasticEnergy() const{return _ipvfrac->plasticEnergy();}
+ virtual double damageEnergy() const {return _ipvfrac->damageEnergy();};
virtual int fractureEnergy(double* arrayEnergy) const{return _ipvfrac->fractureEnergy(arrayEnergy);}
virtual void getCauchyStress(STensor3 &cauchy) const { return _ipvbulk->getCauchyStress(cauchy); }
virtual double getJ() const { return _ipvbulk->getJ(); };
- virtual bool isActiveDamage() const {return _ipvbulk->isActiveDamage();};
+ virtual bool dissipationIsActive() const {return _ipvbulk->dissipationIsActive();};
- virtual void blockDamage(const bool fl){_ipvbulk->blockDamage(fl);};
- virtual bool damageIsBlocked() const {return _ipvbulk->damageIsBlocked();};
+ virtual void blockDissipation(const bool fl){_ipvbulk->blockDissipation(fl);};
+ virtual bool dissipationIsBlocked() const {return _ipvbulk->dissipationIsBlocked();};
virtual const STensor3 &getConstRefToDeformationGradient() const {return _ipvbulk->getConstRefToDeformationGradient();}
virtual STensor3 &getRefToDeformationGradient() {return _ipvbulk->getRefToDeformationGradient();}
diff --git a/dG3D/src/FractureCohesiveDG3DMaterialLaw.h b/dG3D/src/FractureCohesiveDG3DMaterialLaw.h
index e0eb08c91ab9419d5164060595a58dae64212615..6bc53e7b21c1e30c09759843235b45402d38cc8a 100644
--- a/dG3D/src/FractureCohesiveDG3DMaterialLaw.h
+++ b/dG3D/src/FractureCohesiveDG3DMaterialLaw.h
@@ -26,7 +26,6 @@ class FractureByCohesive3DLaw : public dG3DMaterialLaw, public fractureBy2Laws<
FractureByCohesive3DLaw(const FractureByCohesive3DLaw &source);
virtual ~FractureByCohesive3DLaw(){}
virtual matname getType() const{return materialLaw::fracture;}
- virtual bool withDamage() const {return _mbulk->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
diff --git a/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.cpp b/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.cpp
index 13c2ddb7569acfabcf52b1cdd75702ff9e3cb5cf..bb0a8ed10b53625bad76ddcc7f6a5571bfefff2b 100644
--- a/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.cpp
+++ b/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.cpp
@@ -1,5 +1,5 @@
//
-// C++ Interface: NonLocalDamageQuadYieldHyperDG3DMaterialLaw
+// C++ Interface: NonLocalDamagePowerYieldHyperDG3DMaterialLaw
//
// Description:
//
@@ -13,165 +13,6 @@
#include "MInterfaceElement.h"
#include "FractureCohesiveDG3DIPVariable.h"
-NonLocalDamageQuadYieldHyperDG3DMaterialLaw::NonLocalDamageQuadYieldHyperDG3DMaterialLaw(const int num,const double rho,
- double E,const double nu,const J2IsotropicHardening &comp,
- const J2IsotropicHardening &trac, const J2IsotropicHardening &shear,
- const CLengthLaw &_cLLaw,const DamageLaw &_damLaw,const double tol,
- const bool matrixbyPerturbation, const double pert):
- dG3DMaterialLaw(num,rho,true)
-{
- _nldQuadYieldHyperlaw= new mlawNonLocalDamageQuadYieldHyper(num,E,nu,rho,comp,trac,shear,_cLLaw,_damLaw,tol,matrixbyPerturbation,pert);
- fillElasticStiffness(E, nu, elasticStiffness);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setYieldSurfaceType(const int type){
- _nldQuadYieldHyperlaw->setYieldSurfaceType(type);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::nonAssociatedFlowRuleFactor(const double b2, const double b1){
- _nldQuadYieldHyperlaw->nonAssociatedFlowRuleFactor(b2,b1);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setOrderForLogExp(const int o){
- _nldQuadYieldHyperlaw->setStrainOrder(o);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setViscosityEffect(const viscosityLaw& v, const double p){
- _nldQuadYieldHyperlaw->setViscosityEffect(v,p);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setViscoelasticMethod(const int method){
- _nldQuadYieldHyperlaw->setViscoelasticMethod(method);
-};
-
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setViscoElasticNumberOfElement(const int N){
- _nldQuadYieldHyperlaw->setViscoElasticNumberOfElement(N);
-};
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setViscoElasticData(const int i, const double Ei, const double taui){
- _nldQuadYieldHyperlaw->setViscoElasticData(i,Ei,taui);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setViscoElasticData_Bulk(const int i, const double Ki, const double ki){
- _nldQuadYieldHyperlaw->setViscoElasticData_Bulk(i,Ki,ki);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setViscoElasticData_Shear(const int i, const double Gi, const double gi){
- _nldQuadYieldHyperlaw->setViscoElasticData_Shear(i,Gi,gi);
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setViscoElasticData(const std::string filename){
- _nldQuadYieldHyperlaw->setViscoElasticData(filename);
-}
-
-
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setFlowPotentialType(const int type){
- _nldQuadYieldHyperlaw->setFlowPotentialType(type);
-};
-
-NonLocalDamageQuadYieldHyperDG3DMaterialLaw::~NonLocalDamageQuadYieldHyperDG3DMaterialLaw(){
- if (_nldQuadYieldHyperlaw) delete _nldQuadYieldHyperlaw;
- _nldQuadYieldHyperlaw = NULL;
-};
-
-NonLocalDamageQuadYieldHyperDG3DMaterialLaw::NonLocalDamageQuadYieldHyperDG3DMaterialLaw(const NonLocalDamageQuadYieldHyperDG3DMaterialLaw &source):
-
- dG3DMaterialLaw(source)
-{
- _nldQuadYieldHyperlaw = NULL;
- if (source._nldQuadYieldHyperlaw != NULL){
- _nldQuadYieldHyperlaw = new mlawNonLocalDamageQuadYieldHyper(*(source._nldQuadYieldHyperlaw));
- }
-};
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::setTime(const double t,const double dtime){
- this->_timeStep = dtime;
- this->_currentTime = t;
- _nldQuadYieldHyperlaw->setTime(t,dtime);
-}
-
-materialLaw::matname NonLocalDamageQuadYieldHyperDG3DMaterialLaw::getType() const {return _nldQuadYieldHyperlaw->getType();}
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::createIPState(IPStateBase* &ips,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
-{
- // check interface element
- bool inter=true;
- const MInterfaceElement *iele = dynamic_cast<const MInterfaceElement*>(ele);
- if(iele==NULL) inter=false;
- IPVariable* ipvi = new nonLocalDamageHyperelasticDG3DIPVariable(*_nldQuadYieldHyperlaw,inter);
- IPVariable* ipv1 = new nonLocalDamageHyperelasticDG3DIPVariable(*_nldQuadYieldHyperlaw,inter);
- IPVariable* ipv2 = new nonLocalDamageHyperelasticDG3DIPVariable(*_nldQuadYieldHyperlaw,inter);
- if(ips != NULL) delete ips;
- ips = new IP3State(state_,ipvi,ipv1,ipv2);
- _nldQuadYieldHyperlaw->createIPState((dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipvi))->getIPNonLocalDamageHyperelastic(),
- (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipv1))->getIPNonLocalDamageHyperelastic(),
- (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipv2))->getIPNonLocalDamageHyperelastic());
-
-}
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
-{
- if(ipv !=NULL) delete ipv;
- bool inter=true;
- const MInterfaceElement *iele = dynamic_cast<const MInterfaceElement*>(ele);
- if(iele == NULL){
- inter=false;
- }
- ipv = new nonLocalDamageHyperelasticDG3DIPVariable(*_nldQuadYieldHyperlaw,inter);
- IPNonLocalDamageHyperelasic * ipvnl = static_cast <nonLocalDamageHyperelasticDG3DIPVariable*>(ipv)->getIPNonLocalDamageHyperelastic();
- _nldQuadYieldHyperlaw->createIPVariable(ipvnl,ele,nbFF_,GP,gpt);
-}
-
-double NonLocalDamageQuadYieldHyperDG3DMaterialLaw::soundSpeed() const{return _nldQuadYieldHyperlaw->soundSpeed();} // or change value ??
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipvp, const bool stiff, const bool checkfrac)
-{
- /* get ipvariable */
- nonLocalDamageHyperelasticDG3DIPVariable* ipvcur; //= static_cast < nonLocalDamageDG3DIPVariable *> (ipv);
- const nonLocalDamageHyperelasticDG3DIPVariable* ipvprev; //= static_cast <const nonLocalDamageDG3DIPVariable *> (ipvp);
-
- FractureCohesive3DIPVariable* ipvtmp = dynamic_cast<FractureCohesive3DIPVariable*>(ipv);
- if(ipvtmp !=NULL)
- {
-
- ipvcur = static_cast<nonLocalDamageHyperelasticDG3DIPVariable*>(ipvtmp->getIPvBulk());
- const FractureCohesive3DIPVariable *ipvtmp2 = static_cast<const FractureCohesive3DIPVariable*>(ipvp);
- ipvprev = static_cast<const nonLocalDamageHyperelasticDG3DIPVariable*>(ipvtmp2->getIPvBulk());
- }
- else
- {
- ipvcur = static_cast<nonLocalDamageHyperelasticDG3DIPVariable*>(ipv);
- ipvprev = static_cast<const nonLocalDamageHyperelasticDG3DIPVariable*>(ipvp);
- }
-
- /* strain xyz */
- const STensor3& F1 = ipvcur->getConstRefToDeformationGradient();
- const STensor3& F0 = ipvprev->getConstRefToDeformationGradient();
-
- /* data for J2 law */
- IPNonLocalDamageHyperelasic* q1 = ipvcur->getIPNonLocalDamageHyperelastic();
- const IPNonLocalDamageHyperelasic* q0 = ipvprev->getIPNonLocalDamageHyperelastic();
-
- /* compute stress */
- _nldQuadYieldHyperlaw->constitutive(F0,F1,ipvcur->getRefToFirstPiolaKirchhoffStress(),q0,q1,ipvcur->getRefToTangentModuli(),
- ipvcur->getRefToDLocalVariableDStrain()[0],ipvcur->getRefToDStressDNonLocalVariable()[0],
- ipvcur->getRefToDLocalVariableDNonLocalVariable()(0,0),stiff);
-
- ipvcur->setRefToElasticTangentModuli(this->elasticStiffness);
-
-}
-
-void NonLocalDamageQuadYieldHyperDG3DMaterialLaw::initialIPVariable(IPVariable* ipv) const{
- dG3DIPVariableBase* dgIPV = dynamic_cast<dG3DIPVariableBase*>(ipv);
- if (dgIPV!=NULL){
- dgIPV->setRefToElasticTangentModuli(this->elasticStiffness);
- }
- else{
- Msg::Fatal("dG3DIPVariableBase must be used dG3DLinearElasticMaterialLaw::initialIPVariable");
- }
-};
-
//
NonLocalDamagePowerYieldHyperDG3DMaterialLaw::NonLocalDamagePowerYieldHyperDG3DMaterialLaw(const int num,const double rho,
double E,const double nu,const J2IsotropicHardening &comp,
@@ -180,7 +21,12 @@ NonLocalDamagePowerYieldHyperDG3DMaterialLaw::NonLocalDamagePowerYieldHyperDG3DM
const bool matrixbyPerturbation , const double pert):
dG3DMaterialLaw(num,rho,true)
{
- _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyper(num,E,nu,rho,comp,trac,_cLLaw,_damLaw,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyper(num,E,nu,rho,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw->setCompressionHardening(comp);
+ _nldPowerYieldHyperlaw->setTractionHardening(trac);
+ _nldPowerYieldHyperlaw->setCLengthLaw(_cLLaw);
+ _nldPowerYieldHyperlaw->setDamageLaw(_damLaw);
+
fillElasticStiffness(E, nu, elasticStiffness);
};
@@ -192,7 +38,12 @@ NonLocalDamagePowerYieldHyperDG3DMaterialLaw::NonLocalDamagePowerYieldHyperDG3DM
const bool matrixbyPerturbation , const double pert):
dG3DMaterialLaw(num,rho,true)
{
- _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyper(num,E,nu,rho,comp,trac,kin,_cLLaw,_damLaw,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyper(num,E,nu,rho,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw->setCompressionHardening(comp);
+ _nldPowerYieldHyperlaw->setTractionHardening(trac);
+ _nldPowerYieldHyperlaw->setKinematicHardening(kin);
+ _nldPowerYieldHyperlaw->setCLengthLaw(_cLLaw);
+ _nldPowerYieldHyperlaw->setDamageLaw(_damLaw);
fillElasticStiffness(E, nu, elasticStiffness);
};
@@ -211,7 +62,7 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLaw::setPlasticPoissonRatio(const
void NonLocalDamagePowerYieldHyperDG3DMaterialLaw::setNonAssociatedFlow(const bool flag){
_nldPowerYieldHyperlaw->setNonAssociatedFlow(flag);
};
-void NonLocalDamagePowerYieldHyperDG3DMaterialLaw::setOrderForLogExp(const int o){
+void NonLocalDamagePowerYieldHyperDG3DMaterialLaw::setStrainOrder(const int o){
_nldPowerYieldHyperlaw->setStrainOrder(o);
};
@@ -277,9 +128,9 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLaw::createIPState(IPStateBase* &i
IPVariable* ipv2 = new nonLocalDamageHyperelasticDG3DIPVariable(*_nldPowerYieldHyperlaw,inter);
if(ips != NULL) delete ips;
ips = new IP3State(state_,ipvi,ipv1,ipv2);
- _nldPowerYieldHyperlaw->createIPState((dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipvi))->getIPNonLocalDamageHyperelastic(),
- (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipv1))->getIPNonLocalDamageHyperelastic(),
- (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipv2))->getIPNonLocalDamageHyperelastic());
+ _nldPowerYieldHyperlaw->createIPState((dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipvi))->getIPHyperViscoElastoPlasticNonLocalDamage(),
+ (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipv1))->getIPHyperViscoElastoPlasticNonLocalDamage(),
+ (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariable*> (ipv2))->getIPHyperViscoElastoPlasticNonLocalDamage());
}
@@ -293,7 +144,7 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLaw::createIPVariable(IPVariable*
}
ipv = new nonLocalDamageHyperelasticDG3DIPVariable(*_nldPowerYieldHyperlaw,inter);
- IPNonLocalDamageHyperelasic * ipvnl = static_cast <nonLocalDamageHyperelasticDG3DIPVariable*>(ipv)->getIPNonLocalDamageHyperelastic();
+ IPHyperViscoElastoPlasticNonLocalDamage * ipvnl = static_cast <nonLocalDamageHyperelasticDG3DIPVariable*>(ipv)->getIPHyperViscoElastoPlasticNonLocalDamage();
_nldPowerYieldHyperlaw->createIPVariable(ipvnl,ele,nbFF_,GP,gpt);
}
@@ -324,8 +175,8 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLaw::stress(IPVariable* ipv, const
const STensor3& F0 = ipvprev->getConstRefToDeformationGradient();
/* data for J2 law */
- IPNonLocalDamageHyperelasic* q1 = ipvcur->getIPNonLocalDamageHyperelastic();
- const IPNonLocalDamageHyperelasic* q0 = ipvprev->getIPNonLocalDamageHyperelastic();
+ IPHyperViscoElastoPlasticNonLocalDamage* q1 = ipvcur->getIPHyperViscoElastoPlasticNonLocalDamage();
+ const IPHyperViscoElastoPlasticNonLocalDamage* q0 = ipvprev->getIPHyperViscoElastoPlasticNonLocalDamage();
/* compute stress */
_nldPowerYieldHyperlaw->constitutive(F0,F1,ipvcur->getRefToFirstPiolaKirchhoffStress(),q0,q1,ipvcur->getRefToTangentModuli(),
@@ -355,7 +206,16 @@ NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::NonLocalDamagePowerYiel
const bool matrixbyPerturbation , const double pert):
dG3DMaterialLaw(num,rho,true)
{
- _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyperWithFailure(num,E,nu,rho,comp,trac,_cLLaw1,_cLLaw2,_damLaw1,_damLaw2,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyperWithFailure(num,E,nu,rho,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw->setCompressionHardening(comp);
+ _nldPowerYieldHyperlaw->setTractionHardening(trac);
+
+ _nldPowerYieldHyperlaw->setCLengthLaw(_cLLaw1);
+ _nldPowerYieldHyperlaw->setCLengthLaw(_cLLaw2);
+
+ _nldPowerYieldHyperlaw->setDamageLaw(_damLaw1);
+ _nldPowerYieldHyperlaw->setDamageLaw(_damLaw2);
+
fillElasticStiffness(E, nu, elasticStiffness);
};
@@ -368,7 +228,18 @@ NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::NonLocalDamagePowerYiel
const bool matrixbyPerturbation , const double pert):
dG3DMaterialLaw(num,rho,true)
{
- _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyperWithFailure(num,E,nu,rho,comp,trac,kin,_cLLaw1,_cLLaw2,_damLaw1,_damLaw2,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw= new mlawNonLocalDamagePowerYieldHyperWithFailure(num,E,nu,rho,tol,matrixbyPerturbation,pert);
+ _nldPowerYieldHyperlaw->setCompressionHardening(comp);
+ _nldPowerYieldHyperlaw->setTractionHardening(trac);
+ _nldPowerYieldHyperlaw->setKinematicHardening(kin);
+
+ _nldPowerYieldHyperlaw->setCLengthLaw(_cLLaw1);
+ _nldPowerYieldHyperlaw->setCLengthLaw(_cLLaw2);
+
+ _nldPowerYieldHyperlaw->setDamageLaw(_damLaw1);
+ _nldPowerYieldHyperlaw->setDamageLaw(_damLaw2);
+
+
fillElasticStiffness(E, nu, elasticStiffness);
};
@@ -391,7 +262,7 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::setPlasticPoissonR
void NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::setNonAssociatedFlow(const bool flag){
_nldPowerYieldHyperlaw->setNonAssociatedFlow(flag);
};
-void NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::setOrderForLogExp(const int o){
+void NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::setStrainOrder(const int o){
_nldPowerYieldHyperlaw->setStrainOrder(o);
};
@@ -467,9 +338,9 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::createIPState(IPSt
IPVariable* ipv2 = new nonLocalDamageHyperelasticDG3DIPVariableWithFailure(*_nldPowerYieldHyperlaw,inter);
if(ips != NULL) delete ips;
ips = new IP3State(state_,ipvi,ipv1,ipv2);
- _nldPowerYieldHyperlaw->createIPState((dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*> (ipvi))->getIPNonLocalDamageHyperelasticWithFailure(),
- (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*> (ipv1))->getIPNonLocalDamageHyperelasticWithFailure(),
- (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*> (ipv2))->getIPNonLocalDamageHyperelasticWithFailure());
+ _nldPowerYieldHyperlaw->createIPState((dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*> (ipvi))->getIPHyperViscoElastoPlasticMultipleNonLocalDamage(),
+ (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*> (ipv1))->getIPHyperViscoElastoPlasticMultipleNonLocalDamage(),
+ (dynamic_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*> (ipv2))->getIPHyperViscoElastoPlasticMultipleNonLocalDamage());
}
@@ -483,7 +354,7 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::createIPVariable(I
}
ipv = new nonLocalDamageHyperelasticDG3DIPVariableWithFailure(*_nldPowerYieldHyperlaw,inter);
- IPNonLocalDamageHyperelasicWithFailure * ipvnl = static_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*>(ipv)->getIPNonLocalDamageHyperelasticWithFailure();
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage * ipvnl = static_cast <nonLocalDamageHyperelasticDG3DIPVariableWithFailure*>(ipv)->getIPHyperViscoElastoPlasticMultipleNonLocalDamage();
_nldPowerYieldHyperlaw->createIPVariable(ipvnl,ele,nbFF_,GP,gpt);
}
@@ -514,8 +385,8 @@ void NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure::stress(IPVariable*
const STensor3& F0 = ipvprev->getConstRefToDeformationGradient();
/* data for J2 law */
- IPNonLocalDamageHyperelasicWithFailure* q1 = ipvcur->getIPNonLocalDamageHyperelasticWithFailure();
- const IPNonLocalDamageHyperelasicWithFailure* q0 = ipvprev->getIPNonLocalDamageHyperelasticWithFailure();
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage* q1 = ipvcur->getIPHyperViscoElastoPlasticMultipleNonLocalDamage();
+ const IPHyperViscoElastoPlasticMultipleNonLocalDamage* q0 = ipvprev->getIPHyperViscoElastoPlasticMultipleNonLocalDamage();
/* compute stress */
_nldPowerYieldHyperlaw->constitutive(F0,F1,ipvcur->getRefToFirstPiolaKirchhoffStress(),q0,q1,ipvcur->getRefToTangentModuli(),
diff --git a/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.h b/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.h
index a44052d69bc528d196c885f6e3e87b1d849efe85..d279b8a4f662677b80a5277396efba978eef4fe7 100644
--- a/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.h
+++ b/dG3D/src/NonLocalDamageHyperelasticDG3DMaterialLaw.h
@@ -1,5 +1,5 @@
//
-// C++ Interface: NonLocalDamageQuadYieldHyperDG3DMaterialLaw
+// C++ Interface: NonLocalDamagePowerYieldHyperDG3DMaterialLaw
//
// Description:
//
@@ -13,48 +13,6 @@
#include "dG3DMaterialLaw.h"
#include "mlawNonLocalDamageHyperelastic.h"
-class NonLocalDamageQuadYieldHyperDG3DMaterialLaw : public dG3DMaterialLaw
-{
-
- protected:
- mlawNonLocalDamageQuadYieldHyper *_nldQuadYieldHyperlaw; // pointer to allow to choose between LLN style or Gmsh Style. The choice is performed by the constructor (2 constructors with != arguments)
-
- public:
- NonLocalDamageQuadYieldHyperDG3DMaterialLaw(const int num,const double rho,
- double E,const double nu,const J2IsotropicHardening &comp,
- const J2IsotropicHardening &trac, const J2IsotropicHardening &shear,
- const CLengthLaw &_cLLaw,const DamageLaw &_damLaw,const double tol=1.e-6,
- const bool matrixbyPerturbation = false, const double pert = 1e-8);
- void setYieldSurfaceType(const int type);
- void setFlowPotentialType(const int type);
- void nonAssociatedFlowRuleFactor(const double b2, const double b1);
- void setOrderForLogExp(const int o);
- void setViscosityEffect(const viscosityLaw& v, const double p);
- void setViscoelasticMethod(const int method);
- void setViscoElasticNumberOfElement(const int N);
- void setViscoElasticData(const int i, const double Ei, const double taui);
- void setViscoElasticData_Bulk(const int i, const double Ki, const double ki);
- void setViscoElasticData_Shear(const int i, const double Gi, const double gi);
- void setViscoElasticData(const std::string filename);
-
-#ifndef SWIG
- virtual ~NonLocalDamageQuadYieldHyperDG3DMaterialLaw();
- NonLocalDamageQuadYieldHyperDG3DMaterialLaw(const NonLocalDamageQuadYieldHyperDG3DMaterialLaw &source);
- virtual materialLaw* clone() const {return new NonLocalDamageQuadYieldHyperDG3DMaterialLaw(*this);};
- virtual bool withEnergyDissipation() const {return _nldQuadYieldHyperlaw->withEnergyDissipation();};
- // set the time of _nldlaw
- virtual void setTime(const double t,const double dtime);
- virtual materialLaw::matname getType() const;
- virtual bool withDamage() const {return _nldQuadYieldHyperlaw->withDamage();};
- virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
- virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
- virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}
- virtual double soundSpeed() const;
- virtual void stress(IPVariable*ipv, const IPVariable*ipvprev, const bool stiff=true, const bool checkfrac=true);
- virtual void initialIPVariable(IPVariable* ipv) const;
-#endif
-};
-
class NonLocalDamagePowerYieldHyperDG3DMaterialLaw : public dG3DMaterialLaw
{
@@ -78,7 +36,7 @@ class NonLocalDamagePowerYieldHyperDG3DMaterialLaw : public dG3DMaterialLaw
void nonAssociatedFlowRuleFactor(const double b);
void setPlasticPoissonRatio(const double nup);
void setNonAssociatedFlow(const bool flag);
- void setOrderForLogExp(const int o);
+ void setStrainOrder(const int o);
void setViscosityEffect(const viscosityLaw& v, const double p);
void setViscoelasticMethod(const int method);
void setViscoElasticNumberOfElement(const int N);
@@ -95,7 +53,6 @@ class NonLocalDamagePowerYieldHyperDG3DMaterialLaw : public dG3DMaterialLaw
// set the time of _nldlaw
virtual void setTime(const double t,const double dtime);
virtual materialLaw::matname getType() const;
- virtual bool withDamage() const {return _nldPowerYieldHyperlaw->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}
@@ -132,7 +89,7 @@ class NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure: public dG3DMateri
void nonAssociatedFlowRuleFactor(const double b);
void setPlasticPoissonRatio(const double nup);
void setNonAssociatedFlow(const bool flag);
- void setOrderForLogExp(const int o);
+ void setStrainOrder(const int o);
void setViscosityEffect(const viscosityLaw& v, const double p);
void setViscoelasticMethod(const int method);
void setViscoElasticNumberOfElement(const int N);
@@ -153,7 +110,6 @@ class NonLocalDamagePowerYieldHyperDG3DMaterialLawWithFailure: public dG3DMateri
// set the time of _nldlaw
virtual void setTime(const double t,const double dtime);
virtual materialLaw::matname getType() const;
- virtual bool withDamage() const {return _nldPowerYieldHyperlaw->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}
diff --git a/dG3D/src/dG3DCohesiveBandIPVariable.h b/dG3D/src/dG3DCohesiveBandIPVariable.h
index d9ad87cd49a30e3de765578e947e4c76650fa777..76bd1e78cd71402bae999928c3482f18b46306bb 100644
--- a/dG3D/src/dG3DCohesiveBandIPVariable.h
+++ b/dG3D/src/dG3DCohesiveBandIPVariable.h
@@ -105,6 +105,10 @@ class CohesiveBand3DIPVariable : public Cohesive3DIPVariable{
// partial band F / partial grad jump
virtual const STensor43& getConstRefToDInterfaceDeformationGradientDJumpGradient() const {return _dFband_dGradjump;};
virtual STensor43& getRefToDInterfaceDeformationGradientDJumpGradient() {return _dFband_dGradjump;};
+
+ virtual double defoEnergy() const {return 0;};
+ virtual double plasticEnergy() const {return 0;};
+ virtual double damageEnergy() const {return 0;};
virtual double irreversibleEnergy() const {return _irreversibleEnergy;};
virtual double& getRefToIrreversibleEnergy() {return _irreversibleEnergy;};
diff --git a/dG3D/src/dG3DCohesiveIPVariable.h b/dG3D/src/dG3DCohesiveIPVariable.h
index 3ffd72f296fb4de94f72452703ca7230914974a1..d68405bfcf00935b9accaed32e7721a4f53cd3b0 100644
--- a/dG3D/src/dG3DCohesiveIPVariable.h
+++ b/dG3D/src/dG3DCohesiveIPVariable.h
@@ -131,6 +131,9 @@ class Cohesive3DIPVariable : public IPVariableMechanics{
virtual const STensor33& getConstRefToDInterfaceDeformationGradientDIncompatibleStrainVector() const {};
virtual STensor33& getRefToDInterfaceDeformationGradientDIncompatibleStrainVector() {};
+ virtual double defoEnergy() const = 0;
+ virtual double plasticEnergy() const = 0;
+ virtual double damageEnergy() const = 0;
//
virtual double irreversibleEnergy() const = 0;
virtual double& getRefToIrreversibleEnergy() = 0;
@@ -231,6 +234,9 @@ class BaseCohesive3DIPVariable : public Cohesive3DIPVariable{
virtual const STensor3& getConstRefToBulkDeformationGradientAtFailureOnset() const {Msg::Error("BaseCohesive3DIPVariable::getConstRefToBulkDeformationGradientAtFailureOnset is not defined");};
virtual STensor3& getRefToBulkDeformationGradientAtFailureOnset() {Msg::Error("BaseCohesive3DIPVariable::getRefToBulkDeformationGradientAtFailureOnset is not defined");};
+ virtual double defoEnergy() const {return _qBilinear->defoEnergy();};
+ virtual double plasticEnergy() const {return _qBilinear->plasticEnergy();};
+ virtual double damageEnergy() const {return _qBilinear->damageEnergy();};
virtual double irreversibleEnergy() const {return _qBilinear->irreversibleEnergy();};
virtual double& getRefToIrreversibleEnergy() {return _qBilinear->getRefToIrreversibleEnergy();};
@@ -534,6 +540,10 @@ class BulkFollowedCohesive3DIPVariable : public Cohesive3DIPVariable{
//
virtual const STensor43& getConstRefToDInterfaceDeformationGradientDDeformationGradient() const {return _dFinterfacedF;};
virtual STensor43& getRefToDInterfaceDeformationGradientDDeformationGradient() {return _dFinterfacedF;};
+
+ virtual double defoEnergy() const {return 0.;};
+ virtual double plasticEnergy() const {return 0.;};
+ virtual double damageEnergy() const {return 0.;};
virtual double irreversibleEnergy() const {return _irreversibleEnergy;};
virtual double& getRefToIrreversibleEnergy() {return _irreversibleEnergy;};
diff --git a/dG3D/src/dG3DDomain.cpp b/dG3D/src/dG3DDomain.cpp
index 03fa6b582b10263a6839339de6cc37983a1022f8..1eb99b642252c512617909f34d44d8cd111e7eca 100644
--- a/dG3D/src/dG3DDomain.cpp
+++ b/dG3D/src/dG3DDomain.cpp
@@ -38,7 +38,7 @@ dG3DDomain::dG3DDomain (const int tag,const int phys, const int ws, const int ln
_beta1(10.),_sts(1.), _isHighOrder(false), _interQuad(NULL),
_space(NULL), _dim(dim),
_gqt(Gauss), _gaussorderbulk(-1), _gaussorderbound(-1), _evalStiff(false),
- _bulkDamageBlockMethod(1),_subSteppingMethod(0),
+ _bulkDamageBlockMethod(-1),_subSteppingMethod(0),
_forceInterfaceElementBroken(false),_failureIPRatio(1.), _EqMultiFieldFactor(1.),
_imposeCrackFlag(false)
{
@@ -453,33 +453,37 @@ void dG3DDomain::createTerms(unknownField *uf,IPField*ip)
btermTangent = new dG3DHomogenizedTangent(this,ip);
// path following term
- if (getMacroSolver()->getPathFollowingLocation() == nonLinearMechSolver::INTERFACE){
- scalarTermPF = new nonLinearScalarTermVoid();
- linearTermPF = new nonLinearTermVoid();
- }
- else{
- if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY){
- scalarTermPF = new dG3DDissipationPathFollowingBulkScalarTerm(this,ip);
- linearTermPF = new dG3DDissipationPathFollowingBulkLinearTerm(this,ip);
- }
- else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
- scalarTermPF = new dG3DElasticPathFollowingBulkScalarTerm(this,ip);
- linearTermPF = new dG3DElasticPathFollowingBulkLinearTerm(this,ip);
- }
- else{
- Msg::Fatal("this->getMacroSolver()->getPathFollowingLocalIncrementType() is not defined %d",this->getMacroSolver()->getPathFollowingLocalIncrementType());
- }
-
- }
-
- if (this->IsMultipleFieldFormulation()){
- scalarTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundScalarTerm(this,ip);
- linearTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundLinearTerm(this,ip);
- }
- else{
- scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
- linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
- }
+ if (this->getMacroSolver()->withPathFollowing()){
+ if (getMacroSolver()->getPathFollowingLocation() == nonLinearMechSolver::INTERFACE){
+ scalarTermPF = new nonLinearScalarTermVoid();
+ linearTermPF = new nonLinearTermVoid();
+ }
+ else{
+ scalarTermPF = new dG3DDissipationPathFollowingBulkScalarTerm(this,ip);
+ linearTermPF = new dG3DDissipationPathFollowingBulkLinearTerm(this,ip);
+ }
+
+ if (getMacroSolver()->getPathFollowingLocation() == nonLinearMechSolver::BULK){
+ scalarTermPFBound = new nonLinearScalarTermVoid();
+ linearTermPFBound = new nonLinearTermVoid();
+ }
+ else{
+ if (this->IsMultipleFieldFormulation()){
+ scalarTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundScalarTerm(this,ip);
+ linearTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+ }
+ else{
+ scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
+ linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+ }
+ }
+ }
+ else{
+ scalarTermPF = new nonLinearScalarTermVoid();;
+ linearTermPF = new nonLinearTermVoid();;
+ scalarTermPFBound = new nonLinearScalarTermVoid();;
+ linearTermPFBound = new nonLinearTermVoid();
+ }
}
void dG3DDomain::initializeTerms(unknownField *uf,IPField*ip)
@@ -1345,7 +1349,7 @@ int dG3DDomain::getStressDimension() const{
// get data in order to send to other procs
// only new block and broken ips are filled in the group
if (mlawminus->isNumeric() or mlawplus->isNumeric()){
- this->clearBlockDamageIPs();
+ this->clearBlockDissipationIPs();
this->clearBrokenIPs();
}
#endif //MPI
@@ -1499,7 +1503,7 @@ int dG3DDomain::getStressDimension() const{
// Block damage in bulk in Plus and Minus bulk elements when using
// bulk material with damage if needed
if (blockBulkDamage){
- if (bulkLawMinus->withDamage())
+ if (bulkLawMinus->withEnergyDissipation())
{
// Get bulk element and check if it exists
const partDomain* dom = this->getMinusDomain();
@@ -1515,17 +1519,17 @@ int dG3DDomain::getStressDimension() const{
IPStateBase* ips_bulk = (*vips_bulk)[k];
dG3DIPVariableBase *ipv_bulk = static_cast<dG3DIPVariableBase*>(ips_bulk->getState(IPStateBase::current));
const dG3DIPVariableBase* ipv_bulkPrev = static_cast<const dG3DIPVariableBase*>(ips_bulk->getState(IPStateBase::previous));
- if (ipv_bulkPrev->damageIsBlocked()){
- ipv_bulk->blockDamage(true);
+ if (ipv_bulkPrev->dissipationIsBlocked()){
+ ipv_bulk->blockDissipation(true);
}
else{
- if (!ipv_bulk->damageIsBlocked()){
+ if (!ipv_bulk->dissipationIsBlocked()){
ipv_bulk->setBulkCriticalDamage(ipv_bulk->getBulkCriticalDamage());
- ipv_bulk->blockDamage(true);
+ ipv_bulk->blockDissipation(true);
#if defined(HAVE_MPI)
if (bulkLawMinus->isNumeric()){
- this->blockDamageIP(numericalMaterialBase::createTypeWithTwoInts(em->getNum(),k));
+ this->blockDissipationIP(numericalMaterialBase::createTypeWithTwoInts(em->getNum(),k));
}
#endif //HAVE_MPI
}
@@ -1534,7 +1538,7 @@ int dG3DDomain::getStressDimension() const{
}
}
- if (bulkLawPlus->withDamage())
+ if (bulkLawPlus->withEnergyDissipation())
{
const partDomain* dom = this->getPlusDomain();
MElement* ep = ie->getElem(1);
@@ -1549,17 +1553,17 @@ int dG3DDomain::getStressDimension() const{
IPStateBase* ips_bulk = (*vips_bulk)[k];
dG3DIPVariableBase *ipv_bulk = static_cast<dG3DIPVariableBase*>(ips_bulk->getState(IPStateBase::current));
const dG3DIPVariableBase* ipv_bulkPrev = static_cast<const dG3DIPVariableBase*>(ips_bulk->getState(IPStateBase::previous));
- if (ipv_bulkPrev->damageIsBlocked()){
- ipv_bulk->blockDamage(true);
+ if (ipv_bulkPrev->dissipationIsBlocked()){
+ ipv_bulk->blockDissipation(true);
}
else{
- if (!ipv_bulk->damageIsBlocked()){
+ if (!ipv_bulk->dissipationIsBlocked()){
ipv_bulk->setBulkCriticalDamage(ipv_bulk->getBulkCriticalDamage());
- ipv_bulk->blockDamage(true);
+ ipv_bulk->blockDissipation(true);
#if defined(HAVE_MPI)
if (bulkLawPlus->isNumeric()){
- this->blockDamageIP(numericalMaterialBase::createTypeWithTwoInts(ep->getNum(),k));
+ this->blockDissipationIP(numericalMaterialBase::createTypeWithTwoInts(ep->getNum(),k));
}
#endif //HAVE_MPI
}
@@ -1620,7 +1624,7 @@ int dG3DDomain::getStressDimension() const{
IPStateBase* ips_bulk = (*vips_bulk)[k];
dG3DIPVariableBase *ipv_bulk = static_cast<dG3DIPVariableBase*>(ips_bulk->getState(IPStateBase::current));
- if (ipv_bulk->damageIsBlocked()){
+ if (ipv_bulk->dissipationIsBlocked()){
numBlockedIP++;
numFailureIP++;
}
@@ -1645,10 +1649,10 @@ int dG3DDomain::getStressDimension() const{
for(int k=0;k<npts_bulk;k++){
IPStateBase* ips_bulk = (*vips_bulk)[k];
dG3DIPVariableBase *ipv_bulk = static_cast<dG3DIPVariableBase*>(ips_bulk->getState(IPStateBase::current));
- if (!ipv_bulk->damageIsBlocked()){
- ipv_bulk->blockDamage(true);
+ if (!ipv_bulk->dissipationIsBlocked()){
+ ipv_bulk->blockDissipation(true);
#if defined(HAVE_MPI)
- this->blockDamageIP(numericalMaterialBase::createTypeWithTwoInts(ele->getNum(),k));
+ this->blockDissipationIP(numericalMaterialBase::createTypeWithTwoInts(ele->getNum(),k));
#endif
}
}
@@ -3376,14 +3380,27 @@ void interDomainBetween3D::createTerms(unknownField *uf,IPField*ip)
scalarTermPF = new nonLinearScalarTermVoid();
linearTermPF = new nonLinearTermVoid();
- if (this->IsMultipleFieldFormulation()){
- scalarTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundScalarTerm(this,ip);
- linearTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundLinearTerm(this,ip);
- }
- else{
- scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
- linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
- }
+ if (this->getMacroSolver()->withPathFollowing()){
+ if (this->getMacroSolver()->getPathFollowingLocation() == nonLinearMechSolver::BULK){
+ scalarTermPFBound = new nonLinearScalarTermVoid();
+ linearTermPFBound = new nonLinearTermVoid();
+ }
+ else{
+ if (this->IsMultipleFieldFormulation()){
+ scalarTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundScalarTerm(this,ip);
+ linearTermPFBound = new twoFieldDG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+ }
+ else{
+ scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
+ linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+ }
+ }
+ }
+ else{
+ scalarTermPFBound = new nonLinearScalarTermVoid();
+ linearTermPFBound = new nonLinearTermVoid();
+ }
+
}
void interDomainBetween3D::initializeTerms(unknownField *uf,IPField*ip)
@@ -3755,6 +3772,13 @@ nonLocalDamageDG3DDomain::nonLocalDamageDG3DDomain(const nonLocalDamageDG3DDomai
_nonLocalEqRatio = source._nonLocalEqRatio;
}
+void nonLocalDamageDG3DDomain::setNewIdForComp(const int comp, const int newId){
+ g3DLagrangeFunctionSpace* gSpace = dynamic_cast<g3DLagrangeFunctionSpace*>(_space);
+ if (gSpace){
+ gSpace->setNewIdForComp(comp,newId);
+ };
+};
+
void nonLocalDamageDG3DDomain::createTerms(unknownField *uf,IPField*ip)
{
FunctionSpace<double>* dgspace = static_cast<FunctionSpace<double>*>(_space);
@@ -3786,20 +3810,31 @@ void nonLocalDamageDG3DDomain::createTerms(unknownField *uf,IPField*ip)
btermTangent = new dG3DNonLocalHomogenizedTangent(this,ip);
// path following term
- if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DISSIPATION_ENERGY){
- scalarTermPF = new dG3DNonLocalDissipationPathFollowingBulkScalarTerm(this,ip);
- linearTermPF = new dG3DNonLocalDissipationPathFollowingBulkLinearTerm(this,ip);
- }
- else if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == nonLinearMechSolver::DEFO_ENERGY){
- scalarTermPF = new dG3DElasticPathFollowingBulkScalarTerm(this,ip);
- linearTermPF = new dG3DElasticPathFollowingBulkLinearTerm(this,ip);
- }
- else{
- Msg::Fatal("this->getMacroSolver()->getPathFollowingLocalIncrementType() is not defined %d",this->getMacroSolver()->getPathFollowingLocalIncrementType());
- }
-
- scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
- linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+ if (this->getMacroSolver()->withPathFollowing()){
+ if (this->getMacroSolver()->getPathFollowingLocation() == nonLinearMechSolver::INTERFACE){
+ scalarTermPF = new nonLinearScalarTermVoid();;
+ linearTermPF = new nonLinearTermVoid();;
+ }
+ else{
+ scalarTermPF = new dG3DNonLocalDissipationPathFollowingBulkScalarTerm(this,ip);
+ linearTermPF = new dG3DNonLocalDissipationPathFollowingBulkLinearTerm(this,ip);
+ }
+
+ if (this->getMacroSolver()->getPathFollowingLocation() == nonLinearMechSolver::BULK){
+ scalarTermPFBound = new nonLinearScalarTermVoid();;
+ linearTermPFBound = new nonLinearTermVoid();;
+ }
+ else{
+ scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
+ linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+ }
+ }
+ else{
+ scalarTermPF = new nonLinearScalarTermVoid();;
+ linearTermPF = new nonLinearTermVoid();;
+ scalarTermPFBound = new nonLinearScalarTermVoid();;
+ linearTermPFBound = new nonLinearTermVoid();;
+ }
}
LinearTermBase<double>* nonLocalDamageDG3DDomain::createNeumannTerm(FunctionSpace<double> *spneu, const groupOfElements* g,
@@ -4094,8 +4129,22 @@ void nonLocalInterDomainBetween3D::createTerms(unknownField *uf,IPField*ip)
scalarTermPF = new nonLinearScalarTermVoid();
linearTermPF = new nonLinearTermVoid();
- scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
- linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+
+ if (this->getMacroSolver()->withPathFollowing()){
+ if (this->getMacroSolver()->getPathFollowingLocation() == nonLinearMechSolver::BULK){
+ scalarTermPFBound = new nonLinearScalarTermVoid();;
+ linearTermPFBound = new nonLinearTermVoid();;
+ }
+ else{
+ scalarTermPFBound = new dG3DDissipationPathFollowingBoundScalarTerm(this,ip);
+ linearTermPFBound = new dG3DDissipationPathFollowingBoundLinearTerm(this,ip);
+ }
+ }
+ else{
+ scalarTermPFBound = new nonLinearScalarTermVoid();;
+ linearTermPFBound = new nonLinearTermVoid();;
+ }
+
}
void nonLocalInterDomainBetween3D::initializeTerms(unknownField *uf,IPField*ip)
{
diff --git a/dG3D/src/dG3DDomain.h b/dG3D/src/dG3DDomain.h
index 69636b69401e9d4dad05b4cac39a3363ca1902e9..9576825ce4386f6420b456f9e64bc31dd25447b0 100644
--- a/dG3D/src/dG3DDomain.h
+++ b/dG3D/src/dG3DDomain.h
@@ -175,6 +175,7 @@ class nonLocalDamageDG3DDomain : public dG3DDomain{
_nonLocalBeta = b2;
_continuity = continuity;
}
+ void setNewIdForComp(const int comp, const int newId);
#ifndef SWIG
nonLocalDamageDG3DDomain(const nonLocalDamageDG3DDomain &source);
virtual ~nonLocalDamageDG3DDomain(){}
diff --git a/dG3D/src/dG3DEnhancedStrainIPVariable.h b/dG3D/src/dG3DEnhancedStrainIPVariable.h
index 7f45c0e71b683bc7c12543d31ddd3bdacc928a20..8241a400e6fae852144bde9514c4797e8be3a8df 100644
--- a/dG3D/src/dG3DEnhancedStrainIPVariable.h
+++ b/dG3D/src/dG3DEnhancedStrainIPVariable.h
@@ -133,15 +133,16 @@ class dG3DEnhancedStrainIPVariable : public IPVariable2Enhanced<dG3DIPVariableBa
virtual double vonMises() const{return _ipvbulk->vonMises();}
virtual double defoEnergy() const{return _ipvbulk->defoEnergy();}
virtual double plasticEnergy() const{return _ipvbulk->plasticEnergy();}
+ virtual double damageEnergy() const {return _ipvbulk->damageEnergy();};
virtual int fractureEnergy(double* arrayEnergy) const{return _ipvbulk->fractureEnergy(arrayEnergy);}
virtual void getCauchyStress(STensor3 &cauchy) const { return _ipvbulk->getCauchyStress(cauchy); }
virtual double getJ() const { return _ipvbulk->getJ(); };
- virtual bool isActiveDamage() const {return _ipvbulk->isActiveDamage();};
+ virtual bool dissipationIsActive() const {return _ipvbulk->dissipationIsActive();};
- virtual void blockDamage(const bool fl){_ipvbulk->blockDamage(fl);};
- virtual bool damageIsBlocked() const {return _ipvbulk->damageIsBlocked();};
+ virtual void blockDissipation(const bool fl){_ipvbulk->blockDissipation(fl);};
+ virtual bool dissipationIsBlocked() const {return _ipvbulk->dissipationIsBlocked();};
virtual const STensor3 &getConstRefToDeformationGradient() const {return _ipvbulk->getConstRefToDeformationGradient();}
virtual STensor3 &getRefToDeformationGradient() {return _ipvbulk->getRefToDeformationGradient();}
diff --git a/dG3D/src/dG3DEnhancedStrainMaterialLaw.cpp b/dG3D/src/dG3DEnhancedStrainMaterialLaw.cpp
index 977af14210d8cdea4652d094cb22c6fe39526dd0..f5f7a97f9fed2eadfa761b70d5d7276b7124265f 100644
--- a/dG3D/src/dG3DEnhancedStrainMaterialLaw.cpp
+++ b/dG3D/src/dG3DEnhancedStrainMaterialLaw.cpp
@@ -213,7 +213,6 @@ void enhancedStraindG3DMultiscaleMaterialLaw::stress(IPVariable* ipv, const IPVa
mipv->getRefToDefoEnergy() = solver->getHomogenizationState(IPStateBase::current)->getDeformationEnergy();
mipv->getRefToPlasticEnergy() = solver->getHomogenizationState(IPStateBase::current)->getPlasticEnergy();
eipv->getRefToIrreversibleEnergy() = solver->getHomogenizationState(IPStateBase::current)->getIrreversibleEnergy();
- mipv->getRefToFailureDamage() = solver->getHomogenizationState(IPStateBase::current)->getActiveDamage();
eipv->getRefToLocalEnhancedDeformationGradient() *= 0.;
@@ -229,7 +228,7 @@ void enhancedStraindG3DMultiscaleMaterialLaw::stress(IPVariable* ipv, const IPVa
};
}
else{
- double beta = solver->getHomogenizationState(IPStateBase::previous)->getActiveDamageVolume()/solver->getRVEVolume();
+ double beta = solver->getHomogenizationState(IPStateBase::previous)->getActiveDissipationVolume()/solver->getRVEVolume();
//printf("computing in failure state beta = %e betE = %e rve vomume = %e \n",beta,betaE,solver->getRVEVolume());
@@ -264,9 +263,8 @@ void enhancedStraindG3DMultiscaleMaterialLaw::stress(IPVariable* ipv, const IPVa
mipv->getRefToDefoEnergy() = solver->getHomogenizationState(IPStateBase::current)->getDeformationEnergy();
mipv->getRefToPlasticEnergy() = solver->getHomogenizationState(IPStateBase::current)->getPlasticEnergy();
eipv->getRefToIrreversibleEnergy() = solver->getHomogenizationState(IPStateBase::current)->getIrreversibleEnergy();
- mipv->getRefToFailureDamage() = solver->getHomogenizationState(IPStateBase::current)->getActiveDamage();
- eipv->getRefToLocalEnhancedDeformationGradient() = solver->getHomogenizationState(IPStateBase::current)->getHomogenizedActiveDamageDeformationGradient();
+ eipv->getRefToLocalEnhancedDeformationGradient() = solver->getHomogenizationState(IPStateBase::current)->getHomogenizedActiveDissipationDeformationGradient();
eipv->getRefToLocalEnhancedDeformationGradient() -= solver->getFdamOnset();
if (stiff){
eipv->getRefToTangentModuli() = solver->getHomogenizationState(IPStateBase::current)->getHomogenizedTangentOperator_F_F();
@@ -281,10 +279,10 @@ void enhancedStraindG3DMultiscaleMaterialLaw::stress(IPVariable* ipv, const IPVa
eipv->getRefToEnhancedTangentModuli() = solver->getHomogenizationState(IPStateBase::current)->getHomogenizedTangentOperator_F_F();
eipv->getRefToEnhancedTangentModuli() *= factEnhanceF;
- eipv->getRefToDLocalEnhancedDeformationGradientDDeformationGradient() = solver->getHomogenizationState(IPStateBase::current)->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_F();
+ eipv->getRefToDLocalEnhancedDeformationGradientDDeformationGradient() = solver->getHomogenizationState(IPStateBase::current)->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_F();
eipv->getRefToDLocalEnhancedDeformationGradientDDeformationGradient() *= factF;
- eipv->getRefToDLocalEnhancedDeformationGradientDEnhancedDeformationGradient() =solver->getHomogenizationState(IPStateBase::current)->getHomogenizedTangentOperator_ActiveDamageDeformationGradient_F();
+ eipv->getRefToDLocalEnhancedDeformationGradientDEnhancedDeformationGradient() =solver->getHomogenizationState(IPStateBase::current)->getHomogenizedTangentOperator_ActiveDissipationDeformationGradient_F();
eipv->getRefToDLocalEnhancedDeformationGradientDEnhancedDeformationGradient() *= factEnhanceF;
};
}
diff --git a/dG3D/src/dG3DEnhancedStrainMaterialLaw.h b/dG3D/src/dG3DEnhancedStrainMaterialLaw.h
index e266fbdacf7cb7a6c16a438d36779493087b691a..aff7ee33a82a0d2642fa231b2de31a653d0bfbfc 100644
--- a/dG3D/src/dG3DEnhancedStrainMaterialLaw.h
+++ b/dG3D/src/dG3DEnhancedStrainMaterialLaw.h
@@ -56,14 +56,6 @@ class enhancedStraindG3DMultiscaleMaterialLaw : public dG3DMaterialLaw, public n
: dG3DMaterialLaw(src),numericalMaterial(src),_RVELength(src._RVELength),_surfaceReductionRatio(src._surfaceReductionRatio){};
virtual ~enhancedStraindG3DMultiscaleMaterialLaw(){};
virtual matname getType() const{return materialLaw::numeric;};
- virtual bool withDamage() const {
- for (int i=0; i< _allMaterialLaw.size(); i++){
- if (_allMaterialLaw[i]->withDamage()){
- return true;
- }
- }
- return false;
- }
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPState(const bool isSolve, IPStateBase* &ips,const bool* state =NULL,
diff --git a/dG3D/src/dG3DFunctionSpace.h b/dG3D/src/dG3DFunctionSpace.h
index ef74c686454bef0a440b95a261b3031131e365f1..98b8019ee747b874f78727998ae53cc061577bcc 100644
--- a/dG3D/src/dG3DFunctionSpace.h
+++ b/dG3D/src/dG3DFunctionSpace.h
@@ -40,18 +40,42 @@ class g3DLagrangeFunctionSpace : public ThreeDLagrangeFunctionSpace{
#if defined(HAVE_MPI) // small duplication to avoid multiple if in a loop
if( (ele->getPartition() != 0) and (ele->getPartition() != Msg::GetCommRank() +1))
{
- for (int j=0;j<_ncomp;++j)
- for (int i=0;i<nk;++i)
- keys.push_back(Dof(ele->getVertex(i)->getNum(),-dG3DDof3IntType::createTypeWithThreeInts(comp[j],_ifield,ele->getPartition())));
+ for (int j=0;j<_ncomp;++j){
+ std::map<int,int>::const_iterator itComp = _compWithNewType.find(comp[j]);
+ if (itComp ==_compWithNewType.end()){
+ for (int i=0;i<nk;++i){
+ keys.push_back(Dof(ele->getVertex(i)->getNum(),-dG3DDof3IntType::createTypeWithThreeInts(comp[j],_ifield,ele->getPartition())));
+ }
+ }
+ else{
+ for (int i=0;i<nk;++i){
+ keys.push_back(Dof(ele->getVertex(i)->getNum(),-dG3DDof3IntType::createTypeWithThreeInts(comp[j],itComp->second,ele->getPartition())));
+ }
+ }
+
+ }
}
else
#endif // HAVE_MPI
{
- for (int j=0;j<_ncomp;++j)
- for (int i=0;i<nk;++i)
- keys.push_back(Dof(ele->getVertex(i)->getNum(),dG3DDof3IntType::createTypeWithThreeInts(comp[j],_ifield,ele->getPartition())));
+ for (int j=0;j<_ncomp;++j){
+ std::map<int,int>::const_iterator itComp = _compWithNewType.find(comp[j]);
+ if (itComp ==_compWithNewType.end()){
+ for (int i=0;i<nk;++i){
+ keys.push_back(Dof(ele->getVertex(i)->getNum(),dG3DDof3IntType::createTypeWithThreeInts(comp[j],_ifield,ele->getPartition())));
+ }
+ }
+ else{
+ for (int i=0;i<nk;++i){
+ keys.push_back(Dof(ele->getVertex(i)->getNum(),dG3DDof3IntType::createTypeWithThreeInts(comp[j],itComp->second,ele->getPartition())));
+ }
+ }
+ }
}
}
+
+ std::map<int,int> _compWithNewType;
+
public:
// warning MPI used ??
//virtual void getKeys(MVertex *ver, std::vector<Dof> &keys){
@@ -59,12 +83,23 @@ class g3DLagrangeFunctionSpace : public ThreeDLagrangeFunctionSpace{
// keys.push_back(Dof(ver->getNum(),dG3DDof3IntType::createTypeWithThreeInts(comp[j],_ifield)));
//}
virtual FunctionSpaceBase* clone(const int id) const{
- if (_ncomp ==1) return new g3DLagrangeFunctionSpace(id,_ncomp,comp[0]);
- else if (_ncomp == 2) return new g3DLagrangeFunctionSpace(id,_ncomp,comp[0],comp[1]);
- else if (_ncomp == 3) return new g3DLagrangeFunctionSpace(id,_ncomp,comp[0],comp[1],comp[2]);
- else if (_ncomp == 4) return new g3DLagrangeFunctionSpace(id,_ncomp,comp[0],comp[1],comp[2],comp[3]);
- else return new g3DLagrangeFunctionSpace(id,_ncomp);
+ g3DLagrangeFunctionSpace* sp = NULL;
+ if (_ncomp ==1) sp = new g3DLagrangeFunctionSpace(id,_ncomp,comp[0]);
+ else if (_ncomp == 2) sp = new g3DLagrangeFunctionSpace(id,_ncomp,comp[0],comp[1]);
+ else if (_ncomp == 3) sp = new g3DLagrangeFunctionSpace(id,_ncomp,comp[0],comp[1],comp[2]);
+ else if (_ncomp == 4) sp = new g3DLagrangeFunctionSpace(id,_ncomp,comp[0],comp[1],comp[2],comp[3]);
+ else sp = new g3DLagrangeFunctionSpace(id,_ncomp);
+ for (std::map<int,int>::const_iterator it =_compWithNewType.begin(); it != _compWithNewType.end(); it++){
+ sp->setNewIdForComp(it->first,it->second);
+ }
+ return dynamic_cast<FunctionSpaceBase*>(sp);
}
+ void setNewIdForComp(const int comp, const int type){
+ _compWithNewType[comp] = type;
+ };
+ void setNewIdForComp(const std::map<int,int>& compType){
+ _compWithNewType = compType;
+ };
};
class dG3DLagrangeFunctionSpace : public ThreeDLagrangeFunctionSpace{
diff --git a/dG3D/src/dG3DHomogenizedTangentTerms.cpp b/dG3D/src/dG3DHomogenizedTangentTerms.cpp
index dcc7ee5bb10dc3ea6147624675e61c15b52476f2..b6804fc335fae8f5bbae11cdac897f8464e84ed5 100644
--- a/dG3D/src/dG3DHomogenizedTangentTerms.cpp
+++ b/dG3D/src/dG3DHomogenizedTangentTerms.cpp
@@ -37,14 +37,14 @@ void dG3DHomogenizedTangent::get(MElement *ele,int npts,IntPt *GP,fullMatrix<dou
const STensor43& L = ipv->getConstRefToTangentModuli();
bool estimatedP = true;
- if (_ipf->getNumOfActiveDamageIPs() > 0){
+ if (_ipf->getNumOfActiveDissipationIPs() > 0){
if (_dom->getMacroSolver()->getLocationForStressExtraction() == nonLinearMechSolver::WHOLE_VOLUME){
estimatedP = true;
}
else if (_dom->getMacroSolver()->getLocationForStressExtraction()== nonLinearMechSolver::ACTIVE_DAMAGE_VOLUME){
if (_dom->getMacroSolver()->getHomogenizationState(IPStateBase::previous)->getBrokenFlag()){
- const dG3DIPVariableBase *ipvprev = static_cast<const dG3DIPVariableBase*>(ips->getState(IPStateBase::previousActiveDamage));
- if (ipvprev->isActiveDamage()){
+ const dG3DIPVariableBase *ipvprev = static_cast<const dG3DIPVariableBase*>(ips->getState(IPStateBase::activeDissipation));
+ if (ipvprev->dissipationIsActive()){
estimatedP = true;
}
else{
@@ -121,14 +121,14 @@ void dG3DNonLocalHomogenizedTangent::get(MElement *ele,int npts,IntPt *GP,fullMa
bool estimatedP = true;
- if (_ipf->getNumOfActiveDamageIPs() > 0){
+ if (_ipf->getNumOfActiveDissipationIPs() > 0){
if (_dom->getMacroSolver()->getLocationForStressExtraction() == nonLinearMechSolver::WHOLE_VOLUME){
estimatedP = true;
}
else if (_dom->getMacroSolver()->getLocationForStressExtraction()== nonLinearMechSolver::ACTIVE_DAMAGE_VOLUME){
if (_dom->getMacroSolver()->getHomogenizationState(IPStateBase::previous)->getBrokenFlag()){
- const nonLocalDamageDG3DIPVariableBase *ipvprev = static_cast<const nonLocalDamageDG3DIPVariableBase*>(ips->getState(IPStateBase::previousActiveDamage));
- if (ipvprev->isActiveDamage()){
+ const nonLocalDamageDG3DIPVariableBase *ipvprev = static_cast<const nonLocalDamageDG3DIPVariableBase*>(ips->getState(IPStateBase::activeDissipation));
+ if (ipvprev->dissipationIsActive()){
estimatedP = true;
}
else{
@@ -170,10 +170,10 @@ void dG3DNonLocalHomogenizedTangent::get(MElement *ele,int npts,IntPt *GP,fullMa
}
- if (_dom->isExtractCohesiveLawFromMicroDamage() and (_ipf->getNumOfActiveDamageIPs() > 0)) {
- const nonLocalDamageDG3DIPVariableBase *ipvprev = static_cast<const nonLocalDamageDG3DIPVariableBase*>(ips->getState(IPStateBase::previousActiveDamage));
+ if (_dom->isExtractCohesiveLawFromMicroDamage() and (_ipf->getNumOfActiveDissipationIPs() > 0)) {
+ const nonLocalDamageDG3DIPVariableBase *ipvprev = static_cast<const nonLocalDamageDG3DIPVariableBase*>(ips->getState(IPStateBase::activeDissipation));
static STensor43 I4(1.);
- if (ipvprev->isActiveDamage()){
+ if (ipvprev->dissipationIsActive()){
for (int row=firstRowFD; row< lastRowFD; row++){
int p,q;
Tensor23::getIntsFromIndex(row-firstRowFD,p,q);
@@ -205,7 +205,7 @@ void dG3DExtraDofHomogenizedTangent::get(MElement *ele,int npts,IntPt *GP,fullMa
for (int i = 0; i < npts; i++){
const IPStateBase *ips = (*vips)[i];
const ExtraDofDiffusionDG3DIPVariableBase *ipv = static_cast<const ExtraDofDiffusionDG3DIPVariableBase*>(ips->getState(IPStateBase::current));
- const ExtraDofDiffusionDG3DIPVariableBase *ipvprev = static_cast<const ExtraDofDiffusionDG3DIPVariableBase*>(ips->getState(IPStateBase::previousActiveDamage));
+ const ExtraDofDiffusionDG3DIPVariableBase *ipvprev = static_cast<const ExtraDofDiffusionDG3DIPVariableBase*>(ips->getState(IPStateBase::activeDissipation));
const double weight = GP[i].weight;
std::vector<TensorialTraits<double>::ValType> & Vals = ipv->f(space,ele,GP[i]);
diff --git a/dG3D/src/dG3DIPVariable.cpp b/dG3D/src/dG3DIPVariable.cpp
index 3e6037bf5763b20e667e80d131431138838117fc..dde649c49d55c9473ad699dcb5217601d1b94437 100644
--- a/dG3D/src/dG3DIPVariable.cpp
+++ b/dG3D/src/dG3DIPVariable.cpp
@@ -244,7 +244,7 @@ double dG3DIPVariable::get(const int comp) const
return istrain(2);
}
else if (comp == IPField::DAMAGE_IS_BLOCKED){
- return damageIsBlocked();
+ return dissipationIsBlocked();
}
else if (comp == IPField::DEFO_ENERGY){
return this->defoEnergy();
@@ -484,9 +484,9 @@ void HyperViscoElasticdG3DIPVariable::restart()
return;
}
-HyperViscoElastoPlasticdG3DIPVariable::HyperViscoElastoPlasticdG3DIPVariable(const mlawHyperelastic& viscoEPLaw, const bool oninter):
+HyperViscoElastoPlasticdG3DIPVariable::HyperViscoElastoPlasticdG3DIPVariable(const mlawPowerYieldHyper& viscoEPLaw, const bool oninter):
dG3DIPVariable(oninter){
- _ipViscoElastoPlastic = new IPHyperelastic(viscoEPLaw.getConstRefToCompressionHardening(),
+ _ipViscoElastoPlastic = new IPHyperViscoElastoPlastic(viscoEPLaw.getConstRefToCompressionHardening(),
viscoEPLaw.getConstRefToTractionHardening(),
viscoEPLaw.getConstRefToShearHardening(),
viscoEPLaw.getConstRefToKinematicHardening(),
@@ -495,7 +495,7 @@ HyperViscoElastoPlasticdG3DIPVariable::HyperViscoElastoPlasticdG3DIPVariable(con
HyperViscoElastoPlasticdG3DIPVariable::HyperViscoElastoPlasticdG3DIPVariable(const HyperViscoElastoPlasticdG3DIPVariable& src):dG3DIPVariable(src){
_ipViscoElastoPlastic = NULL;
if (src._ipViscoElastoPlastic != NULL){
- _ipViscoElastoPlastic = dynamic_cast<IPHyperelastic*>(src._ipViscoElastoPlastic->clone());
+ _ipViscoElastoPlastic = dynamic_cast<IPHyperViscoElastoPlastic*>(src._ipViscoElastoPlastic->clone());
}
};
HyperViscoElastoPlasticdG3DIPVariable& HyperViscoElastoPlasticdG3DIPVariable::operator = (const IPVariable& src){
@@ -507,7 +507,7 @@ HyperViscoElastoPlasticdG3DIPVariable& HyperViscoElastoPlasticdG3DIPVariable::op
_ipViscoElastoPlastic->operator=(*dynamic_cast<const IPVariable*>(psrc->_ipViscoElastoPlastic));
}
else{
- _ipViscoElastoPlastic = dynamic_cast<IPHyperelastic*>(psrc->_ipViscoElastoPlastic->clone());
+ _ipViscoElastoPlastic = dynamic_cast<IPHyperViscoElastoPlastic*>(psrc->_ipViscoElastoPlastic->clone());
}
}
}
@@ -523,6 +523,9 @@ double HyperViscoElastoPlasticdG3DIPVariable::get(const int comp) const
{
return _ipViscoElastoPlastic->getConstRefToEqPlasticStrain();
}
+ else if (comp == IPField::PLASTIC_POISSON_RATIO){
+ return _ipViscoElastoPlastic->getConstRefToPlasticPoissonRatio();
+ }
else
{
return dG3DIPVariable::get(comp);
@@ -577,7 +580,7 @@ double localDamageJ2HyperDG3DIPVariable::get(const int i) const
{
if(i == IPField::PLASTICSTRAIN)
{
- return getIPLocalDamageJ2Hyper()->getCurrentPlasticStrain();
+ return getIPLocalDamageJ2Hyper()->getConstRefToEquivalentPlasticStrain();
}
else if(i == IPField::DAMAGE)
{
@@ -1002,7 +1005,7 @@ double nonLocalDamageIsotropicElasticityDG3DIPVariable::get(const int i) const
return getIPNonLocalDamageIsotropicElasticity()->getNonLocalEffectiveStrains();
}
else if (i == IPField::ACTIVE_DAMAGING_ZONE){
- if (getIPNonLocalDamageIsotropicElasticity()->isActiveDamage()) return 1.;
+ if (getIPNonLocalDamageIsotropicElasticity()->dissipationIsActive()) return 1.;
else return 0.;
}
else
@@ -1113,14 +1116,14 @@ double nonLocalDamageJ2HyperDG3DIPVariable::get(const int i) const
{
if(i == IPField::PLASTICSTRAIN)
{
- return getIPNonLocalDamageJ2Hyper()->getCurrentPlasticStrain();
+ return getIPNonLocalDamageJ2Hyper()->getConstRefToEquivalentPlasticStrain();
}
else if(i == IPField::DAMAGE)
{
return getIPNonLocalDamageJ2Hyper()->getDamage();
}
else if (i == IPField::ACTIVE_DAMAGING_ZONE){
- if (getIPNonLocalDamageJ2Hyper()->isActiveDamage()) return 1.;
+ if (getIPNonLocalDamageJ2Hyper()->dissipationIsActive()) return 1.;
else return 0.;
}
else
@@ -1140,14 +1143,14 @@ double nonLocalDamageJ2HyperDG3DIPVariable::plasticEnergy() const
double nonLocalDamageJ2HyperDG3DIPVariable::getConstRefToLocalVariable(const int idex) const {
if (idex == 0)
- return getIPNonLocalDamageJ2Hyper()->getCurrentPlasticStrain();
+ return getIPNonLocalDamageJ2Hyper()->getConstRefToEquivalentPlasticStrain();
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
}
};
double& nonLocalDamageJ2HyperDG3DIPVariable::getRefToLocalVariable(const int idex){
if (idex == 0)
- return getIPNonLocalDamageJ2Hyper()->getRefToCurrentPlasticStrain();
+ return getIPNonLocalDamageJ2Hyper()->getRefToEquivalentPlasticStrain();
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
}
diff --git a/dG3D/src/dG3DIPVariable.h b/dG3D/src/dG3DIPVariable.h
index a853589c78dd1ec408761e7eb9f661a22b5390b1..6efb78f47dd459a02c0bb58e80f5b0c5037b4859 100644
--- a/dG3D/src/dG3DIPVariable.h
+++ b/dG3D/src/dG3DIPVariable.h
@@ -69,6 +69,7 @@ class dG3DIPVariableBase : public ipFiniteStrain
virtual double get(const int i) const=0;
virtual double defoEnergy() const=0;
virtual double plasticEnergy() const=0;
+ virtual double damageEnergy() const=0;
virtual double vonMises() const=0;
virtual void getCauchyStress(STensor3 &cauchy) const=0;
virtual double getJ() const=0;
@@ -175,6 +176,7 @@ class dG3DIPVariable : public dG3DIPVariableBase
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const{return 0.;};
virtual double vonMises() const;
virtual void getCauchyStress(STensor3 &cauchy) const;
virtual double getJ() const;
@@ -298,6 +300,11 @@ class J2SmallStrainDG3DIPVariable : public dG3DIPVariable // or store data in a
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _j2ipv->damageEnergy();};
+
+ virtual bool dissipationIsActive() const {return _j2ipv->dissipationIsActive();};
+ virtual void blockDissipation(const bool fl){ _j2ipv->blockDissipation(fl);}
+ virtual bool dissipationIsBlocked() const { return _j2ipv->dissipationIsBlocked();}
// for path following based on irreversibe energt
virtual double irreversibleEnergy() const {return _j2ipv->irreversibleEnergy();};
@@ -332,6 +339,11 @@ class J2LinearDG3DIPVariable : public dG3DIPVariable // or store data in a diffe
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _j2ipv->damageEnergy();};
+
+ virtual bool dissipationIsActive() const {return _j2ipv->dissipationIsActive();};
+ virtual void blockDissipation(const bool fl){ _j2ipv->blockDissipation(fl);}
+ virtual bool dissipationIsBlocked() const { return _j2ipv->dissipationIsBlocked();}
// for path following based on irreversibe energt
virtual double irreversibleEnergy() const {return _j2ipv->irreversibleEnergy();};
@@ -362,6 +374,13 @@ public:
if (_ipViscoElastic)
_ipViscoElastic->setLocation(loc);
};
+
+ // for path following based on irreversibe energt
+ virtual double irreversibleEnergy() const {return _ipViscoElastic->irreversibleEnergy();};
+ virtual double& getRefToIrreversibleEnergy() {return _ipViscoElastic->getRefToIrreversibleEnergy();};
+
+ virtual const STensor3& getConstRefToDIrreversibleEnergyDDeformationGradient() const {return _ipViscoElastic->getConstRefToDIrreversibleEnergyDF();};
+ virtual STensor3& getRefToDIrreversibleEnergyDDeformationGradient() {return _ipViscoElastic->getRefToDIrreversibleEnergyDF();};
virtual double defoEnergy() const;
@@ -371,16 +390,16 @@ public:
class HyperViscoElastoPlasticdG3DIPVariable : public dG3DIPVariable{
protected:
- IPHyperelastic* _ipViscoElastoPlastic;
+ IPHyperViscoElastoPlastic* _ipViscoElastoPlastic;
public:
- HyperViscoElastoPlasticdG3DIPVariable(const mlawHyperelastic& viscoEPLaw, const bool oninter);
+ HyperViscoElastoPlasticdG3DIPVariable(const mlawPowerYieldHyper& viscoEPLaw, const bool oninter);
HyperViscoElastoPlasticdG3DIPVariable(const HyperViscoElastoPlasticdG3DIPVariable& src);
virtual HyperViscoElastoPlasticdG3DIPVariable& operator = (const IPVariable& src);
virtual ~HyperViscoElastoPlasticdG3DIPVariable();
- IPHyperelastic* getIPHyperelastic() {return _ipViscoElastoPlastic;}
- const IPHyperelastic* getIPHyperelastic() const {return _ipViscoElastoPlastic;}
+ IPHyperViscoElastoPlastic* getIPHyperViscoElastoPlastic() {return _ipViscoElastoPlastic;}
+ const IPHyperViscoElastoPlastic* getIPHyperViscoElastoPlastic() const {return _ipViscoElastoPlastic;}
virtual void setLocation(const IPVariable::LOCATION loc) {
dG3DIPVariable::setLocation(loc);
@@ -390,11 +409,20 @@ class HyperViscoElastoPlasticdG3DIPVariable : public dG3DIPVariable{
virtual double get(const int i) const;
- virtual double defoEnergy() const {return _ipViscoElastoPlastic->defoEnergy();};
- virtual double plasticEnergy() const {return _ipViscoElastoPlastic->plasticEnergy();};
+ virtual bool dissipationIsActive() const {return _ipViscoElastoPlastic->dissipationIsActive();};
+ virtual void blockDissipation(const bool fl){ _ipViscoElastoPlastic->blockDissipation(fl);}
+ virtual bool dissipationIsBlocked() const { return _ipViscoElastoPlastic->dissipationIsBlocked();}
// for path following based on irreversibe energt
virtual double irreversibleEnergy() const {return _ipViscoElastoPlastic->irreversibleEnergy();};
+ virtual double& getRefToIrreversibleEnergy() {return _ipViscoElastoPlastic->getRefToIrreversibleEnergy();};
+
+ virtual const STensor3& getConstRefToDIrreversibleEnergyDDeformationGradient() const {return _ipViscoElastoPlastic->getConstRefToDIrreversibleEnergyDF();};
+ virtual STensor3& getRefToDIrreversibleEnergyDDeformationGradient() {return _ipViscoElastoPlastic->getRefToDIrreversibleEnergyDF();};
+
+ virtual double defoEnergy() const {return _ipViscoElastoPlastic->defoEnergy();};
+ virtual double plasticEnergy() const {return _ipViscoElastoPlastic->plasticEnergy();};
+ virtual double damageEnergy() const {return _ipViscoElastoPlastic->damageEnergy();};
virtual IPVariable* clone() const {return new HyperViscoElastoPlasticdG3DIPVariable(*this);};
virtual void restart();
@@ -425,15 +453,9 @@ class localDamageJ2HyperDG3DIPVariable : public dG3DIPVariable{
_nldJ2Hyperipv->setLocation(loc);
};
- virtual bool isActiveDamage() const {return _nldJ2Hyperipv->isActiveDamage();};
-
- virtual void blockDamage(const bool fl){
- if (_nldJ2Hyperipv) _nldJ2Hyperipv->blockDamage(fl);
- }
- virtual bool damageIsBlocked() const {
- if (_nldJ2Hyperipv) return _nldJ2Hyperipv->damageIsBlocked();
- else return false;
- }
+ virtual bool dissipationIsActive() const {return _nldJ2Hyperipv->dissipationIsActive();};
+ virtual void blockDissipation(const bool fl){ _nldJ2Hyperipv->blockDissipation(fl);}
+ virtual bool dissipationIsBlocked() const { return _nldJ2Hyperipv->dissipationIsBlocked();}
virtual void setBulkCriticalDamage(const double DT){_nldJ2Hyperipv->setCriticalDamage(DT);}; // set critical damage value
virtual double getBulkCriticalDamage() const {return _nldJ2Hyperipv->getCriticalDamage();};
@@ -441,6 +463,7 @@ class localDamageJ2HyperDG3DIPVariable : public dG3DIPVariable{
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _nldJ2Hyperipv->damageEnergy();};
// for path following based on irreversibe energt
virtual double irreversibleEnergy() const {return _nldJ2Hyperipv->irreversibleEnergy();};
@@ -532,6 +555,7 @@ class VUMATinterfaceDG3DIPVariable : public dG3DIPVariable
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _vumatipv->damageEnergy();}
virtual ~VUMATinterfaceDG3DIPVariable()
{
delete _vumatipv;
@@ -597,6 +621,7 @@ class nonLocalDamageDG3DIPVariableBase : public dG3DIPVariable
virtual double defoEnergy() const=0;
virtual double plasticEnergy() const=0;
+ virtual double damageEnergy() const = 0;
virtual const STensor3 &getConstRefToCharacteristicLengthMatrix(const int idx) const =0;
virtual IPVariable* clone() const =0;
@@ -634,11 +659,11 @@ class nonLocalDamageDG3DIPVariable : public nonLocalDamageDG3DIPVariableBase
_nldipv->setLocation(loc);
};
- virtual bool isActiveDamage() const {return _nldipv->isActiveDamage();};
+ virtual bool dissipationIsActive() const {return _nldipv->dissipationIsActive();};
- virtual void blockDamage(const bool fl){if (_nldipv) _nldipv->blockDamage(fl);};
- virtual bool damageIsBlocked() const {
- if (_nldipv) return _nldipv->damageIsBlocked();
+ virtual void blockDissipation(const bool fl){if (_nldipv) _nldipv->blockDissipation(fl);};
+ virtual bool dissipationIsBlocked() const {
+ if (_nldipv) return _nldipv->dissipationIsBlocked();
else return false;
}
@@ -651,6 +676,7 @@ class nonLocalDamageDG3DIPVariable : public nonLocalDamageDG3DIPVariableBase
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return getIPNonLocalDamage()->damageEnergy();};
virtual const STensor3 &getConstRefToCharacteristicLengthMatrix(const int idex) const
{
if (idex == 0)
@@ -695,13 +721,13 @@ class nonLocalDamageIsotropicElasticityDG3DIPVariable : public nonLocalDamageDG3
_nldIsotropicElasticityipv->setLocation(loc);
};
- virtual bool isActiveDamage() const {return _nldIsotropicElasticityipv->isActiveDamage();};
+ virtual bool dissipationIsActive() const {return _nldIsotropicElasticityipv->dissipationIsActive();};
- virtual void blockDamage(const bool fl){
- if (_nldIsotropicElasticityipv) _nldIsotropicElasticityipv->blockDamage(fl);
+ virtual void blockDissipation(const bool fl){
+ if (_nldIsotropicElasticityipv) _nldIsotropicElasticityipv->blockDissipation(fl);
}
- virtual bool damageIsBlocked() const {
- if (_nldIsotropicElasticityipv) return _nldIsotropicElasticityipv->damageIsBlocked();
+ virtual bool dissipationIsBlocked() const {
+ if (_nldIsotropicElasticityipv) return _nldIsotropicElasticityipv->dissipationIsBlocked();
else return false;
}
@@ -720,6 +746,7 @@ class nonLocalDamageIsotropicElasticityDG3DIPVariable : public nonLocalDamageDG3
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _nldIsotropicElasticityipv->damageEnergy();};
virtual const STensor3 &getConstRefToCharacteristicLengthMatrix(const int idex) const
{
if (idex == 0)
@@ -778,11 +805,11 @@ class nonLocalDamageJ2HyperDG3DIPVariable : public nonLocalDamageDG3DIPVariableB
_nldJ2Hyperipv = NULL;
}
- virtual void blockDamage(const bool fl){
- if (_nldJ2Hyperipv) _nldJ2Hyperipv->blockDamage(fl);
+ virtual void blockDissipation(const bool fl){
+ if (_nldJ2Hyperipv) _nldJ2Hyperipv->blockDissipation(fl);
}
- virtual bool damageIsBlocked() const {
- if (_nldJ2Hyperipv) return _nldJ2Hyperipv->damageIsBlocked();
+ virtual bool dissipationIsBlocked() const {
+ if (_nldJ2Hyperipv) return _nldJ2Hyperipv->dissipationIsBlocked();
else return false;
}
@@ -792,7 +819,7 @@ class nonLocalDamageJ2HyperDG3DIPVariable : public nonLocalDamageDG3DIPVariableB
_nldJ2Hyperipv->setLocation(loc);
};
- virtual bool isActiveDamage() const {return _nldJ2Hyperipv->isActiveDamage();};
+ virtual bool dissipationIsActive() const {return _nldJ2Hyperipv->dissipationIsActive();};
virtual void setBulkCriticalDamage(const double DT){_nldJ2Hyperipv->setCriticalDamage(DT);}; // set critical damage value
virtual double getBulkCriticalDamage() const {return _nldJ2Hyperipv->getCriticalDamage();};
@@ -809,6 +836,7 @@ class nonLocalDamageJ2HyperDG3DIPVariable : public nonLocalDamageDG3DIPVariableB
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _nldJ2Hyperipv->damageEnergy();}
virtual const STensor3 &getConstRefToCharacteristicLengthMatrix(const int idex) const
{
if (idex == 0)
@@ -872,13 +900,13 @@ class nonLocalDamageGursonDG3DIPVariable : public nonLocalDamageDG3DIPVariableBa
_nldGursonipv->setLocation(loc);
};
- virtual bool isActiveDamage() const {return _nldGursonipv->isActiveDamage();};
+ virtual bool dissipationIsActive() const {return _nldGursonipv->dissipationIsActive();};
- virtual void blockDamage(const bool fl){
- if (_nldGursonipv) _nldGursonipv->blockDamage(fl);
+ virtual void blockDissipation(const bool fl){
+ if (_nldGursonipv) _nldGursonipv->blockDissipation(fl);
}
- virtual bool damageIsBlocked() const{
- if (_nldGursonipv) return _nldGursonipv->damageIsBlocked();
+ virtual bool dissipationIsBlocked() const{
+ if (_nldGursonipv) return _nldGursonipv->dissipationIsBlocked();
else return false;
}
@@ -892,6 +920,7 @@ class nonLocalDamageGursonDG3DIPVariable : public nonLocalDamageDG3DIPVariableBa
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _nldGursonipv->damageEnergy();};
virtual const STensor3 &getConstRefToCharacteristicLengthMatrix(const int idex) const
{
if (idex == 0)
@@ -923,6 +952,7 @@ class TransverseIsotropicDG3DIPVariable : public dG3DIPVariable // or store data
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _tiipv.damageEnergy();}
virtual IPVariable* clone() const {return new TransverseIsotropicDG3DIPVariable(*this);};
virtual void restart();
};
@@ -950,6 +980,7 @@ class TransverseIsoCurvatureDG3DIPVariable : public dG3DIPVariable // or store d
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _tiipv.damageEnergy();};
virtual IPVariable* clone() const {return new TransverseIsoCurvatureDG3DIPVariable(*this);};
virtual void restart();
};
@@ -1003,6 +1034,7 @@ class AnisotropicDG3DIPVariable : public dG3DIPVariable // or store data in a di
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _tiipv.damageEnergy();}
virtual IPVariable* clone() const {return new AnisotropicDG3DIPVariable(*this);};
virtual void restart();
};
@@ -1033,6 +1065,7 @@ class AnisotropicStochDG3DIPVariable : public dG3DIPVariable // or store data in
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _tiipv.damageEnergy();};
virtual IPVariable* clone() const {return new AnisotropicStochDG3DIPVariable(*this);};
virtual void restart();
};
@@ -1083,6 +1116,7 @@ class ExtraDofDiffusionDG3DIPVariableBase : public dG3DIPVariable
virtual double defoEnergy() const=0;
virtual double plasticEnergy() const=0;
+ virtual double damageEnergy() const = 0;
virtual double get(const int i) const=0;
virtual double getInternalEnergyExtraDofDiffusion() const = 0;
@@ -1284,6 +1318,7 @@ class LinearThermoMechanicsDG3DIPVariable : public ThermoMechanicsDG3DIPVariable
virtual double defoEnergy() const;
virtual double getInternalEnergyExtraDofDiffusion() const {return _linearTMIP.getThermalEnergy();};
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _linearTMIP.damageEnergy();};
virtual IPVariable* clone() const {return new LinearThermoMechanicsDG3DIPVariable(*this);};
virtual void restart();
virtual int fractureEnergy(double* arrayEnergy) const{arrayEnergy[0]=_linearTMIP.getConstRefToFractureEnergy(); return 1;} //need it to get H1 norm in the interface e.g. LinearThermoMech
@@ -1312,6 +1347,7 @@ class J2ThermoMechanicsDG3DIPVariable : public ThermoMechanicsDG3DIPVariableBase
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _j2ipv->damageEnergy();}
virtual double getInternalEnergyExtraDofDiffusion() const {return _j2ipv->getThermalEnergy();};
virtual IPVariable* clone() const {return new J2ThermoMechanicsDG3DIPVariable(*this);};
virtual void restart();
@@ -1336,6 +1372,7 @@ class J2FullThermoMechanicsDG3DIPVariable : public ThermoMechanicsDG3DIPVariable
virtual double get(const int i) const;
virtual double defoEnergy() const {return _j2Thermo.defoEnergy();};
virtual double plasticEnergy() const {return _j2Thermo.plasticEnergy();};
+ virtual double damageEnergy() const {return _j2Thermo.damageEnergy();};
virtual double getInternalEnergyExtraDofDiffusion() const {return _j2Thermo.getThermalEnergy();};
virtual IPVariable* clone() const {return new J2FullThermoMechanicsDG3DIPVariable(*this);};
virtual void restart();
@@ -1369,8 +1406,8 @@ public:
virtual double defoEnergy() const;
virtual double getInternalEnergyExtraDofDiffusion() const {return _AnIsotropicTMIP.getThermalEnergy();};
virtual double plasticEnergy() const;
- virtual IPVariable* clone() const {return new AnIsotropicTherMechDG3DIPVariable(*this);};
- // virtual IPVariable* clone() const {return new AnIsotropicTherMechDG3DIPVariable(*this);};
+ virtual double damageEnergy() const {return _AnIsotropicTMIP.damageEnergy();};
+ virtual IPVariable* clone() const {return new AnIsotropicTherMechDG3DIPVariable(*this);};
virtual void restart();
};
@@ -1407,6 +1444,7 @@ class SMPDG3DIPVariable : public ThermoMechanicsDG3DIPVariableBase
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _TMIPSMP->damageEnergy();};
virtual double getInternalEnergyExtraDofDiffusion() const {return _TMIPSMP->getThermalEnergy();};
virtual double getRefToEquivalentPlasticDefo1() const {return _TMIPSMP->getConstRefToEquivalentPlasticDefo1();};
virtual IPVariable* clone() const {return new SMPDG3DIPVariable(*this);};
@@ -1522,6 +1560,7 @@ class ElecTherMechDG3DIPVariableBase : public dG3DIPVariable
}
virtual double defoEnergy() const=0;
virtual double plasticEnergy() const=0;
+ virtual double damageEnergy() const = 0;
virtual double get(const int i) const;
// Archiving data to be changed
@@ -1810,6 +1849,7 @@ public:
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _linearETMIP.damageEnergy();}
virtual IPVariable* clone() const {return new LinearElecTherMechDG3DIPVariable(*this);};
virtual void restart();
};
@@ -1847,6 +1887,7 @@ public:
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _ETMIP->damageEnergy();};
virtual IPVariable* clone() const {return new AnIsotropicElecTherMechDG3DIPVariable(*this);};
virtual void restart();
};
@@ -1884,6 +1925,7 @@ public:
virtual double defoEnergy() const;
virtual double getRefToEquivalentPlasticDefo1() const {return _ESMPIP->getConstRefToEquivalentPlasticDefo1();};
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _ESMPIP->damageEnergy();};
virtual IPVariable* clone() const {return new ElecSMPDG3DIPVariable(*this);};
virtual void restart();
};
diff --git a/dG3D/src/dG3DMaterialLaw.cpp b/dG3D/src/dG3DMaterialLaw.cpp
index 90e586909c3028900d6d7ce0ae25a66029e5eeb6..a6d19decc7427c44e8f8c5dfdd31f4c07e1d137e 100644
--- a/dG3D/src/dG3DMaterialLaw.cpp
+++ b/dG3D/src/dG3DMaterialLaw.cpp
@@ -507,8 +507,8 @@ void HyperViscoElastoPlasticPowerYieldDG3DMaterialLaw::stress(IPVariable* ipv, c
const STensor3& F0 = ipvprev->getConstRefToDeformationGradient();
/* data for J2 law */
- IPHyperelastic* q1 = ipvcur->getIPHyperelastic();
- const IPHyperelastic* q0 = ipvprev->getIPHyperelastic();
+ IPHyperViscoElastoPlastic* q1 = ipvcur->getIPHyperViscoElastoPlastic();
+ const IPHyperViscoElastoPlastic* q0 = ipvprev->getIPHyperViscoElastoPlastic();
/* compute stress */
_viscoLaw.constitutive(F0,F1,ipvcur->getRefToFirstPiolaKirchhoffStress(),q0,q1,ipvcur->getRefToTangentModuli(),stiff);
@@ -901,9 +901,6 @@ NonLocalDamageDG3DMaterialLaw::setTime(const double t,const double dtime){
materialLaw::matname
NonLocalDamageDG3DMaterialLaw::getType() const {return _nldlaw->getType();}
-bool NonLocalDamageDG3DMaterialLaw::withDamage() const{
- return _nldlaw->withDamage();
-}
bool NonLocalDamageDG3DMaterialLaw::withEnergyDissipation() const {return _nldlaw->withEnergyDissipation();};
@@ -983,7 +980,7 @@ void NonLocalDamageDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ip
double NonLocalDamageDG3DMaterialLaw::scaleFactor() const{return _nldlaw->scaleFactor();};
-void NonLocalDamageDG3DMaterialLaw::setMacroSolver(nonLinearMechSolver* sv){
+void NonLocalDamageDG3DMaterialLaw::setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_nldlaw != NULL){
_nldlaw->setMacroSolver(sv);
@@ -1390,10 +1387,6 @@ NonLocalDamageJ2HyperDG3DMaterialLaw::NonLocalDamageJ2HyperDG3DMaterialLaw(const
}
}
-void NonLocalDamageJ2HyperDG3DMaterialLaw::setPathFollowingApproximationMethod(const int i){
- _nldJ2Hyperlaw->setPathFollowingApproximationMethod(i);
-};
-
void NonLocalDamageJ2HyperDG3DMaterialLaw::setStrainOrder(const int order){
_nldJ2Hyperlaw->setStrainOrder(order);
};
diff --git a/dG3D/src/dG3DMaterialLaw.h b/dG3D/src/dG3DMaterialLaw.h
index b3b8e9e848ee37d8ee42a5d144f2c958c57614ad..df88f1e2187c549189c57822c56401b620f59ee8 100644
--- a/dG3D/src/dG3DMaterialLaw.h
+++ b/dG3D/src/dG3DMaterialLaw.h
@@ -161,7 +161,7 @@ class J2SmallStrainDG3DMaterialLaw : public dG3DMaterialLaw
virtual materialLaw* clone() const{return new J2SmallStrainDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _j2law.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_j2law.setMacroSolver(sv);
};
@@ -208,7 +208,7 @@ class J2LinearDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _j2law.scaleFactor();}
virtual materialLaw* clone() const{return new J2LinearDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _j2law.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_j2law.setMacroSolver(sv);
};
@@ -251,7 +251,7 @@ class HyperViscoElasticDG3DMaterialLaw : public dG3DMaterialLaw{
virtual double scaleFactor() const{return _viscoLaw.scaleFactor();}
virtual materialLaw* clone() const{return new HyperViscoElasticDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _viscoLaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_viscoLaw.setMacroSolver(sv);
};
@@ -302,7 +302,7 @@ class HyperViscoElastoPlasticPowerYieldDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _viscoLaw.scaleFactor();}
virtual materialLaw* clone() const{return new HyperViscoElastoPlasticPowerYieldDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _viscoLaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_viscoLaw.setMacroSolver(sv);
};
@@ -346,7 +346,7 @@ class ViscoelasticDG3DMaterialLaw : public dG3DMaterialLaw
virtual std::vector<double> read_file(const char* file_name, int file_size); //read from files
virtual materialLaw* clone() const{return new ViscoelasticDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _Vislaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_Vislaw.setMacroSolver(sv);
};
@@ -401,7 +401,7 @@ class EOSDG3DMaterialLaw : public dG3DMaterialLaw
virtual void stress(IPVariable*ipv, const IPVariable*ipvprev, const bool stiff=true, const bool checkfrac=true);
virtual materialLaw* clone() const{return new EOSDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _EOSlaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_EOSlaw.setMacroSolver(sv);
for (std::map<int,materialLaw*>::iterator it = maplaw.begin(); it != maplaw.end(); it++){
@@ -439,7 +439,7 @@ class VUMATinterfaceDG3DMaterialLaw : public dG3DMaterialLaw
virtual void stress(IPVariable*ipv, const IPVariable*ipvprev, const bool stiff=true, const bool checkfrac=true);
virtual materialLaw* clone() const{return new VUMATinterfaceDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _vumatlaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_vumatlaw.setMacroSolver(sv);
};
@@ -475,7 +475,7 @@ class TransverseIsotropicDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _tilaw.scaleFactor();};
virtual materialLaw* clone() const{return new TransverseIsotropicDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _tilaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_tilaw.setMacroSolver(sv);
};
@@ -516,7 +516,7 @@ class TransverseIsoCurvatureDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _tilaw.scaleFactor();};
virtual materialLaw* clone() const{return new TransverseIsoCurvatureDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _tilaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_tilaw.setMacroSolver(sv);
};
@@ -626,7 +626,7 @@ class TransverseIsoYarnBDG3DMaterialLaw : public dG3DMaterialLaw
virtual materialLaw* clone() const {return new TransverseIsoYarnBDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _tilaw.withEnergyDissipation();};
TransverseIsoYarnBDG3DMaterialLaw(const TransverseIsoYarnBDG3DMaterialLaw &source);
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_tilaw.setMacroSolver(sv);
};
@@ -670,7 +670,7 @@ class AnisotropicDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _tilaw.scaleFactor();}
virtual materialLaw* clone() const{return new AnisotropicDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _tilaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_tilaw.setMacroSolver(sv);
};
@@ -705,7 +705,7 @@ class AnisotropicStochDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _tilaw.scaleFactor();}
virtual materialLaw* clone() const{return new AnisotropicStochDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _tilaw.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_tilaw.setMacroSolver(sv);
};
@@ -729,7 +729,6 @@ class NonLocalDamageDG3DMaterialLaw : public dG3DMaterialLaw
// set the time of _nldlaw
virtual void setTime(const double t,const double dtime);
virtual materialLaw::matname getType() const;
- virtual bool withDamage() const;
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
virtual void initLaws(const std::map<int,materialLaw*> &maplaw){}
@@ -738,7 +737,7 @@ class NonLocalDamageDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const;
virtual materialLaw* clone() const{return new NonLocalDamageDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const;
- virtual void setMacroSolver(nonLinearMechSolver* sv);
+ virtual void setMacroSolver(const nonLinearMechSolver* sv);
#endif
};
@@ -778,7 +777,6 @@ protected:
};
virtual void setTime(const double t,const double dtime);
virtual materialLaw::matname getType() const {return _nlLaw->getType();};
- virtual bool withDamage() const {return _nlLaw->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
@@ -788,7 +786,7 @@ protected:
virtual double scaleFactor() const {return _nlLaw->scaleFactor();}
virtual materialLaw* clone() const{return new NonLocalDamageHyperelasticDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _nlLaw->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_nlLaw->setMacroSolver(sv);
};
@@ -827,7 +825,6 @@ public:
virtual void setTime(const double t,const double dtime);
virtual materialLaw::matname getType() const;
- virtual bool withDamage() const {return _nldIsotropicElasticitylaw->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
@@ -837,7 +834,7 @@ public:
virtual double scaleFactor() const {return _nldIsotropicElasticitylaw->scaleFactor();}
virtual materialLaw* clone() const{return new NonLocalDamageIsotropicElasticityDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _nldIsotropicElasticitylaw->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_nldIsotropicElasticitylaw != NULL){
_nldIsotropicElasticitylaw->setMacroSolver(sv);
@@ -864,7 +861,6 @@ class LocalDamageJ2HyperDG3DMaterialLaw : public dG3DMaterialLaw
// set the time of _nldlaw
virtual void setTime(const double t,const double dtime);
virtual materialLaw::matname getType() const;
- virtual bool withDamage() const {return _nldJ2Hyperlaw->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
@@ -874,7 +870,7 @@ class LocalDamageJ2HyperDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _nldJ2Hyperlaw->scaleFactor();}
virtual materialLaw* clone() const{ return new LocalDamageJ2HyperDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _nldJ2Hyperlaw->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_nldJ2Hyperlaw != NULL){
_nldJ2Hyperlaw->setMacroSolver(sv);
@@ -898,7 +894,6 @@ class NonLocalDamageJ2HyperDG3DMaterialLaw : public dG3DMaterialLaw
const bool matrixBypert = false, const double tolpert=1e-8);
virtual ~NonLocalDamageJ2HyperDG3DMaterialLaw();
- void setPathFollowingApproximationMethod(const int i);
void setStrainOrder(const int order);
#ifndef SWIG
@@ -906,7 +901,6 @@ class NonLocalDamageJ2HyperDG3DMaterialLaw : public dG3DMaterialLaw
// set the time of _nldlaw
virtual void setTime(const double t,const double dtime);
virtual materialLaw::matname getType() const;
- virtual bool withDamage() const {return _nldJ2Hyperlaw->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
@@ -916,7 +910,7 @@ class NonLocalDamageJ2HyperDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const{return _nldJ2Hyperlaw->scaleFactor();};
virtual materialLaw* clone() const{ return new NonLocalDamageJ2HyperDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _nldJ2Hyperlaw->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_nldJ2Hyperlaw != NULL){
_nldJ2Hyperlaw->setMacroSolver(sv);
@@ -960,7 +954,6 @@ class NonLocalDamageGursonDG3DMaterialLaw : public dG3DMaterialLaw
_nldGursonlaw->setTime(t,dtime);
}
virtual materialLaw::matname getType() const {return _nldGursonlaw->getType();}
- virtual bool withDamage() const {return _nldGursonlaw->withDamage();};
virtual void createIPState(IPStateBase* &ips,const bool* state_=NULL,const MElement *ele=NULL, const int nbFF_=0, const IntPt *GP=NULL, const int gpt = 0) const;
virtual void createIPVariable(IPVariable* &ipv,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const;
@@ -970,7 +963,7 @@ class NonLocalDamageGursonDG3DMaterialLaw : public dG3DMaterialLaw
virtual double scaleFactor() const {return _nldGursonlaw->scaleFactor();}
virtual materialLaw* clone() const{ return new NonLocalDamageGursonDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _nldGursonlaw->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_nldGursonlaw != NULL){
_nldGursonlaw->setMacroSolver(sv);
@@ -1020,7 +1013,7 @@ class LinearThermoMechanicsDG3DMaterialLaw : public dG3DMaterialLaw // public ma
virtual double defoEnergy( const SVector3&ujump,const double &Tjump, const SVector3& N) const;
virtual materialLaw* clone() const{ return new LinearThermoMechanicsDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _lawLinearTM->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_lawLinearTM!=NULL){
_lawLinearTM->setMacroSolver(sv);
@@ -1065,7 +1058,7 @@ class J2ThermoMechanicsDG3DMaterialLaw : public dG3DMaterialLaw
virtual double getInitialExtraDofStoredEnergyPerUnitField() const;
virtual materialLaw* clone() const{ return new J2ThermoMechanicsDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _j2law.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_j2law.setMacroSolver(sv);
}
@@ -1123,7 +1116,7 @@ class FullJ2ThermoMechanicsDG3DMaterialLaw : public dG3DMaterialLaw{
}
virtual materialLaw* clone() const{ return new FullJ2ThermoMechanicsDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _j2FullThermo.withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
_j2FullThermo.setMacroSolver(sv);
}
@@ -1174,7 +1167,7 @@ class mlawAnIsotropicTherMechDG3DMaterialLaw :public dG3DMaterialLaw
}
virtual materialLaw* clone() const{ return new mlawAnIsotropicTherMechDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _lawAnTM->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_lawAnTM!=NULL)
_lawAnTM->setMacroSolver(sv);
@@ -1223,7 +1216,7 @@ class SMPDG3DMaterialLaw :public dG3DMaterialLaw // ,public mlawSMP
double getExtraDofStoredEnergyPerUnitField(double T) const;
virtual materialLaw* clone() const{ return new SMPDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _lawTMSMP->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_lawTMSMP!=NULL)
_lawTMSMP->setMacroSolver(sv);
@@ -1273,7 +1266,7 @@ class LinearElecTherMechDG3DMaterialLaw : public dG3DMaterialLaw // public mater
}
virtual materialLaw* clone() const{ return new LinearElecTherMechDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _lawLinearETM->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_lawLinearETM!=NULL)
_lawLinearETM->setMacroSolver(sv);
@@ -1329,7 +1322,7 @@ class mlawAnIsotropicElecTherMechDG3DMaterialLaw :public dG3DMaterialLaw
}
virtual materialLaw* clone() const{ return new mlawAnIsotropicElecTherMechDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _lawETM->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_lawETM!=NULL)
_lawETM->setMacroSolver(sv);
@@ -1388,7 +1381,7 @@ class mlawElecSMPDG3DMaterialLaw :public dG3DMaterialLaw
}
virtual materialLaw* clone() const{ return new mlawElecSMPDG3DMaterialLaw(*this);};
virtual bool withEnergyDissipation() const {return _lawETMSMP->withEnergyDissipation();};
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dG3DMaterialLaw::setMacroSolver(sv);
if (_lawETMSMP!=NULL)
_lawETMSMP->setMacroSolver(sv);
diff --git a/dG3D/src/dG3DMultiscaleIPVariable.cpp b/dG3D/src/dG3DMultiscaleIPVariable.cpp
index 00e08af6110aa4236d34df4a0f7963b31dd15e95..3c090ec9ea71d81de828c1c3bd3091c38b79a1ab 100644
--- a/dG3D/src/dG3DMultiscaleIPVariable.cpp
+++ b/dG3D/src/dG3DMultiscaleIPVariable.cpp
@@ -7,21 +7,16 @@
#include "dG3DMultiscaleIPVariable.h"
#include "nonLinearMechSolver.h"
-void dG3DMultiscaleIPVariable::blockDamage(const bool bl){
- dG3DIPVariable::blockDamage(bl);
- _damageBlocked = bl;
+void dG3DMultiscaleIPVariable::blockDissipation(const bool bl){
+ dG3DIPVariable::blockDissipation(bl);
+ _dissipationBlocked = bl;
if (this->getSolver()!= NULL) {
- this->getSolver()->blockDamage(IPStateBase::current,_damageBlocked);
+ this->getSolver()->blockDissipation(IPStateBase::current,_dissipationBlocked);
}
}
double dG3DMultiscaleIPVariable::get(const int comp) const{
- if (comp == IPField::DAMAGE){
- return this->getFailureDamage();
- }
- else{
- return dG3DIPVariable::get(comp);
- }
+ return dG3DIPVariable::get(comp);
};
#if defined(HAVE_MPI)
@@ -34,9 +29,9 @@ int dG3DMultiscaleIPVariable::getMacroNumberElementDataSendToMicroProblem() cons
};
// get number of values obtained by microscopic analysis to send to macroscopic analysis
int dG3DMultiscaleIPVariable::getMicroNumberElementDataSendToMacroProblem() const{
- // we send P, L , failureDamage, broken
- // elastic energy + plastic energy+irreversible energy+DirreversibleEnergyDF
- return 9+81+4+1+9;
+ // we send P, L , broken +elastic energy + plastic energy+
+ // irreversible energy+DirreversibleEnergyDF
+ return 9+81+3+1+9;
};
// get macroscopic kinematic data to send to microscopic problem
@@ -105,8 +100,6 @@ void dG3DMultiscaleIPVariable::getMicroDataToMacroProblem(double* val) const{
}
row+= 81;
- val[row] = this->getFailureDamage();
- row += 1;
//
double solverIsBroken = -1.;
if (_solverBroken) solverIsBroken = 1.;
@@ -196,9 +189,6 @@ void dG3DMultiscaleIPVariable::setReceivedMicroDataToMacroProblem(const double*
}
row+= 81;
- _failureDamage = val[row];
- row += 1;
-
if (val[row] > 0) {
_solverBroken = true;
}
diff --git a/dG3D/src/dG3DMultiscaleIPVariable.h b/dG3D/src/dG3DMultiscaleIPVariable.h
index 6d4610c8ffff2decb2d433d00bf6097bf3797233..7493a5c19cf2e4ab2aa11cf6bed4f4fb4410a2ca 100644
--- a/dG3D/src/dG3DMultiscaleIPVariable.h
+++ b/dG3D/src/dG3DMultiscaleIPVariable.h
@@ -15,8 +15,7 @@
class dG3DMultiscaleIPVariable : public dG3DIPVariable{
protected:
bool _solverBroken;
- bool _damageBlocked;
- double _failureDamage;
+ bool _dissipationBlocked;
double _elasticEnergy;
double _plasticEnergy;
double _irreversibleEnergy;
@@ -24,19 +23,18 @@ class dG3DMultiscaleIPVariable : public dG3DIPVariable{
public:
dG3DMultiscaleIPVariable(bool oninter) : dG3DIPVariable(oninter),
- _solverBroken(false),_damageBlocked(false),_failureDamage(0.),
+ _solverBroken(false),_dissipationBlocked(false),
_elasticEnergy(0.),_plasticEnergy(0.),_irreversibleEnergy(0.),_DirreversibleEnergyDF(0.){}
dG3DMultiscaleIPVariable(const dG3DMultiscaleIPVariable& src) : dG3DIPVariable(src),
- _solverBroken(src._solverBroken),_damageBlocked(src._damageBlocked),
- _failureDamage(src._failureDamage),_elasticEnergy(src._elasticEnergy),
+ _solverBroken(src._solverBroken),_dissipationBlocked(src._dissipationBlocked),
+ _elasticEnergy(src._elasticEnergy),
_plasticEnergy(src._plasticEnergy),_irreversibleEnergy(src._irreversibleEnergy),_DirreversibleEnergyDF(src._DirreversibleEnergyDF){};
virtual dG3DMultiscaleIPVariable& operator=(const IPVariable& src){
dG3DIPVariable::operator=(src);
const dG3DMultiscaleIPVariable* psrc = dynamic_cast<const dG3DMultiscaleIPVariable*>(&src);
if (psrc != NULL){
_solverBroken = psrc->_solverBroken;
- _damageBlocked = psrc->_damageBlocked;
- _failureDamage = psrc->_failureDamage;
+ _dissipationBlocked = psrc->_dissipationBlocked;
_elasticEnergy = psrc->_elasticEnergy;
_plasticEnergy = psrc->_plasticEnergy;
_irreversibleEnergy = psrc->_irreversibleEnergy;
@@ -46,15 +44,12 @@ class dG3DMultiscaleIPVariable : public dG3DIPVariable{
};
virtual ~dG3DMultiscaleIPVariable(){}
- virtual bool damageIsBlocked() const { return _damageBlocked;};
- virtual void blockDamage(const bool bl);
+ virtual bool dissipationIsBlocked() const { return _dissipationBlocked;};
+ virtual void blockDissipation(const bool bl);
virtual bool solverIsBroken() const {return _solverBroken;};
virtual bool& getRefToSolverBrokenFlag() {return _solverBroken;};
- virtual double getFailureDamage() const {return _failureDamage;};
- virtual double& getRefToFailureDamage(){return _failureDamage;};
-
virtual double defoEnergy() const { return _elasticEnergy;};
virtual double& getRefToDefoEnergy() { return _elasticEnergy;};
@@ -74,8 +69,7 @@ class dG3DMultiscaleIPVariable : public dG3DIPVariable{
virtual void restart(){
dG3DIPVariable::restart();
restartManager::restart(_solverBroken);
- restartManager::restart(_damageBlocked);
- restartManager::restart(_failureDamage);
+ restartManager::restart(_dissipationBlocked);
restartManager::restart(_elasticEnergy);
restartManager::restart(_plasticEnergy);
restartManager::restart(_irreversibleEnergy);
@@ -145,6 +139,7 @@ class MultiscaleThermoMechanicsDG3DIPVariable : public ThermoMechanicsDG3DIPVari
virtual double defoEnergy() const;
virtual double getInternalEnergyExtraDofDiffusion() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return 0.;};
virtual IPVariable* clone() const {return new MultiscaleThermoMechanicsDG3DIPVariable(*this);};
virtual void restart(){
diff --git a/dG3D/src/dG3DMultiscaleMaterialLaw.cpp b/dG3D/src/dG3DMultiscaleMaterialLaw.cpp
index 352d89ad8dbf6c3770f175fb653bedf560f14ef0..e0149b67308caeeb31475cbd1b8ec0b6764e5144 100644
--- a/dG3D/src/dG3DMultiscaleMaterialLaw.cpp
+++ b/dG3D/src/dG3DMultiscaleMaterialLaw.cpp
@@ -206,7 +206,6 @@ void dG3DMultiscaleMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipvpre
mipv->getRefToDefoEnergy() = solver->getHomogenizationState(IPStateBase::current)->getDeformationEnergy();
mipv->getRefToPlasticEnergy() = solver->getHomogenizationState(IPStateBase::current)->getPlasticEnergy();
mipv->getRefToIrreversibleEnergy() = solver->getHomogenizationState(IPStateBase::current)->getIrreversibleEnergy();
- mipv->getRefToFailureDamage() = solver->getHomogenizationState(IPStateBase::current)->getActiveDamage();
if (solver->checkFailureOnset()){
if (mipv->isInterface()){
@@ -482,13 +481,13 @@ void dG3DMultiscaleCohesiveLaw::createIPVariable(IPVariable* &ipv,const MElement
ipv = new BulkFollowedCohesive3DIPVariable();
}
-dG3DMultiscaleCohesiveLaw::dG3DMultiscaleCohesiveLaw(const int num, const double surfaceRatio):
- GeneralMultiscaleBulkFollwedCohesive3DLaw(num,true)
+dG3DMultiscaleCohesiveLaw::dG3DMultiscaleCohesiveLaw(const int num, const double surfaceRatio, const bool normPart):
+ GeneralMultiscaleBulkFollwedCohesive3DLaw(num,true),_withNormalPart(normPart)
{
_surfaceReductionRatio = surfaceRatio;
};
dG3DMultiscaleCohesiveLaw::dG3DMultiscaleCohesiveLaw(const dG3DMultiscaleCohesiveLaw& src):
- GeneralMultiscaleBulkFollwedCohesive3DLaw(src){}
+ GeneralMultiscaleBulkFollwedCohesive3DLaw(src),_withNormalPart(src._withNormalPart){}
bool dG3DMultiscaleCohesiveLaw::brokenCheck(IPVariable* ipv) const{
dG3DMultiscaleIPVariable* mipv = dynamic_cast<dG3DMultiscaleIPVariable*>(ipv);
@@ -568,60 +567,63 @@ void dG3DMultiscaleCohesiveLaw::transferInterfaceDataToBulk(IPVariable* ipv, con
else {
Msg::Fatal("solver is not available MultiscaleDGCohesive3DLaw::transferInterfaceDataToBulk");
}
-
- const homogenizedData* homoData = solver->getHomogenizationState(IPStateBase::current);
+
+ SVector3& ujumpDG = cohIpv->getRefToDGJump();
+ ujumpDG = cohIpvprev->getConstRefToDGJump();
+
+ // update bulk part
+ const STensor3& Fb0 = fipvprev->getBulkDeformationGradient();
+ const STensor3& Fb = fipv->getBulkDeformationGradient();
+
+ STensor3& F = fipv->getRefToDeformationGradient();
+ F = fipvprev->getConstRefToDeformationGradient();
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ F(i,j) += Fb(i,j) - Fb0(i,j);
+ }
+ }
+
+ const homogenizedData* homoData = solver->getHomogenizationState(IPStateBase::current);
const homogenizedData* homoDataPrev = solver->getHomogenizationState(IPStateBase::previous);
-
- SVector3 refN = fipv->getConstRefToReferenceOutwardNormal();
+
+ SVector3 refN = fipv->getConstRefToReferenceOutwardNormal();
refN.normalize();
SVector3 curN = fipvprev->getConstRefToCurrentOutwardNormal();
curN.normalize();
-
-
- const STensor3& Fb0 = fipvprev->getBulkDeformationGradient();
- const STensor3& Fb = fipv->getBulkDeformationGradient();
-
- const SVector3& ujump = fipv->getConstRefToJump();
- const SVector3& ujump0 = fipvprev->getConstRefToJump();
-
- SVector3 dJump = ujump;
- dJump -= ujump0;
-
- STensor3 DdJumpDujump(1.);
-
- double dJumpNormal = dot(dJump,curN);
- if (dJumpNormal < 0){
- cohIpv->setTensionFlag(false);
- // eliminate nonphysical normal jump
+
+ double beta = (homoData->getActiveDissipationVolume() + _voidPartInLocalizationBand)/(_surfaceReductionRatio*solver->getRVEVolume());
+ if (!_withNormalPart){
+
+ SVector3 normdF(0.);
for (int i=0; i<3; i++){
- dJump(i) -= dJumpNormal*curN(i);
for (int j=0; j<3; j++){
- DdJumpDujump(i,j) -= curN(i)*curN(j);
+ normdF(i) += (Fb(i,j) - Fb0(i,j))*refN(j);
}
}
- }
- else{
- cohIpv->setTensionFlag(true);
- }
+
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ F(i,j) -= beta*normdF(i)*refN(j);
+ };
+ };
+
+ };
+
+ const SVector3& ujump = fipv->getConstRefToJump();
+ const SVector3& ujump0 = fipvprev->getConstRefToJump();
- //double beta = (homoData->getActiveDamageVolume() + _voidPartInLocalizationBand)/(_surfaceReductionRatio*solver->getRVEVolume());
- //double lM = homoData->getAverageLocalizationBandWidth();
double GammaM = solver->getHomogenizedCrackFace();
double V0 = solver->getRVEVolume();
double fact = GammaM/V0;
-
- STensor3& F = fipv->getRefToDeformationGradient();
- F = fipvprev->getConstRefToDeformationGradient();
-
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
- F(i,j) += Fb(i,j) - Fb0(i,j) + fact*dJump(i)*refN(j);
+ F(i,j) += fact*(ujump(i) - ujump0(i))*refN(j);
}
}
-
+
if (stiff){
STensor43& dFinterfacedF = fipv->getRefToDInterfaceDeformationGradientDDeformationGradient();
STensor33& dFinterfacedJump = fipv->getRefToDInterfaceDeformationGradientDJump();
@@ -632,9 +634,12 @@ void dG3DMultiscaleCohesiveLaw::transferInterfaceDataToBulk(IPVariable* ipv, con
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
for (int k=0; k<3; k++){
- dFinterfacedJump(i,j,k) += DdJumpDujump(i,k)*refN(j)*fact;
+ dFinterfacedJump(i,j,k) += I(i,k)*refN(j)*fact;
for (int l=0; l<3; l++){
- dFinterfacedF(i,j,k,l) += I(i,k)*I(j,l); // - beta*I(i,k)*refN(j)*refN(l);
+ dFinterfacedF(i,j,k,l) += I(i,k)*I(j,l);
+ if (!_withNormalPart){
+ dFinterfacedF(i,j,k,l) -= beta*I(i,k)*refN(j)*refN(l);
+ }
}
}
@@ -668,8 +673,6 @@ void dG3DMultiscaleCohesiveLaw::stress(IPVariable* ipv, const IPVariable* ipvpre
SVector3 curN = fipvprev->getConstRefToCurrentOutwardNormal();
curN.normalize();
-
-
const STensor3& P = fipv->getConstRefToFirstPiolaKirchhoffStress();
SVector3& T = fipv->getRefToInterfaceForce();
T *= 0.;
@@ -680,18 +683,15 @@ void dG3DMultiscaleCohesiveLaw::stress(IPVariable* ipv, const IPVariable* ipvpre
}
const SVector3& ujump = fipv->getConstRefToJump();
- const SVector3& ujump0 = fipvprev->getConstRefToJump();
-
- SVector3 dJump = ujump;
- dJump -= ujump0;
-
- STensor3 DdJumpDujump(1.);
+ const SVector3& ujumpDG = fipv->getConstRefToDGJump();
+ SVector3 realUJump(ujump);
+ realUJump -= ujumpDG;
// add penalty to avoid penetration
- double dJumpNormal = dot(dJump,curN);
- if (dJumpNormal < 0){
+ double realUJumpNormal = dot(realUJump,curN);
+ if (realUJumpNormal < 0){
for (int i=0; i<3; i++){
- T(i) += _Kp*dJumpNormal*curN(i);
+ T(i) += _Kp*realUJumpNormal*curN(i);
}
}
@@ -727,7 +727,7 @@ void dG3DMultiscaleCohesiveLaw::stress(IPVariable* ipv, const IPVariable* ipvpre
}
}
- if (dJumpNormal < 0){
+ if (realUJumpNormal < 0){
for (int i=0; i<3; i++){
for (int j=0; j<3; j++){
dTdjump(i,j) += _Kp*curN(i)*curN(j);
@@ -842,7 +842,7 @@ void gradientEnhanceddG3DMultiscaleCohesiveLaw::transferInterfaceDataToBulk(IPVa
- //double beta = (homoData->getActiveDamageVolume() + _voidPartInLocalizationBand)/(_surfaceReductionRatio*solver->getRVEVolume());
+ //double beta = (homoData->getActiveDissipationVolume() + _voidPartInLocalizationBand)/(_surfaceReductionRatio*solver->getRVEVolume());
//double lM = homoData->getAverageLocalizationBandWidth();
double GammaM = solver->getHomogenizedCrackFace();
double V0 = solver->getRVEVolume();
diff --git a/dG3D/src/dG3DMultiscaleMaterialLaw.h b/dG3D/src/dG3DMultiscaleMaterialLaw.h
index 35060d5215a667d175ec959082d15d08d89a4001..d5449f53a9dfdbba3ecfbcddc6b7c31d50dcda0c 100644
--- a/dG3D/src/dG3DMultiscaleMaterialLaw.h
+++ b/dG3D/src/dG3DMultiscaleMaterialLaw.h
@@ -24,15 +24,6 @@ class dG3DMultiscaleMaterialLawBase : public dG3DMaterialLaw, public numericalMa
dG3DMultiscaleMaterialLawBase(const dG3DMultiscaleMaterialLawBase& src)
: dG3DMaterialLaw(src),numericalMaterial(src){};
- virtual bool withDamage() const {
- for (int i=0; i< _allMaterialLaw.size(); i++){
- if (_allMaterialLaw[i]->withDamage()){
- return true;
- }
- }
- return false;
- }
-
virtual bool withEnergyDissipation() const {
for (int i=0; i< _allMaterialLaw.size(); i++){
if (_allMaterialLaw[i]->withEnergyDissipation()){
@@ -226,10 +217,11 @@ class GeneralMultiscaleBulkFollwedCohesive3DLaw : public GeneralBulkFollwedCohes
};
class dG3DMultiscaleCohesiveLaw : public GeneralMultiscaleBulkFollwedCohesive3DLaw {
- protected:
+ protected:
+ bool _withNormalPart;
public:
- dG3DMultiscaleCohesiveLaw(const int num, const double surfaceRatio=1.);
+ dG3DMultiscaleCohesiveLaw(const int num, const double surfaceRatio=1., const bool normPart = true);
#ifndef SWIG
dG3DMultiscaleCohesiveLaw(const dG3DMultiscaleCohesiveLaw& src);
virtual ~dG3DMultiscaleCohesiveLaw(){}
@@ -324,14 +316,7 @@ class MultiscaleThermoMechanicsDG3DMaterialLaw : public dG3DMaterialLaw, public
MultiscaleThermoMechanicsDG3DMaterialLaw(const MultiscaleThermoMechanicsDG3DMaterialLaw& src);
virtual ~MultiscaleThermoMechanicsDG3DMaterialLaw(){}
virtual matname getType() const{return materialLaw::numeric;};
- virtual bool withDamage() const {
- for (int i=0; i< _allMaterialLaw.size(); i++){
- if (_allMaterialLaw[i]->withDamage()){
- return true;
- }
- }
- return false;
- }
+
virtual bool withEnergyDissipation() const {
for (int i=0; i< _allMaterialLaw.size(); i++){
if (_allMaterialLaw[i]->withEnergyDissipation()){
diff --git a/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.cpp b/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.cpp
index 15a21d3a62ec8f6541c76b775264adecddc5d1e5..f8ad3da3952efd499d18b54a1a15f0852fedef3c 100644
--- a/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.cpp
+++ b/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.cpp
@@ -11,21 +11,10 @@
#include "nonLocalDamageHyperelasticDG3DIPVariable.h"
#include "ipField.h"
#include "restartManager.h"
-nonLocalDamageHyperelasticDG3DIPVariable::nonLocalDamageHyperelasticDG3DIPVariable(const mlawNonLocalDamageQuadYieldHyper &mlaw, const bool oninter)
- :nonLocalDamageDG3DIPVariableBase(oninter,1)
-{
- _nldHyperipv = new IPNonLocalDamageHyperelasic(mlaw.getConstRefToCompressionHardening(),
- mlaw.getConstRefToTractionHardening(),
- mlaw.getConstRefToShearHardening(),
- mlaw.getConstRefToKinematicHardening(),
- mlaw.getViscoElasticNumberOfElement(),
- mlaw.getCLengthLaw(),mlaw.getDamageLaw());
-}
-
nonLocalDamageHyperelasticDG3DIPVariable::nonLocalDamageHyperelasticDG3DIPVariable(const mlawNonLocalDamagePowerYieldHyper &mlaw, const bool oninter)
:nonLocalDamageDG3DIPVariableBase(oninter,1)
{
- _nldHyperipv = new IPNonLocalDamageHyperelasic(mlaw.getConstRefToCompressionHardening(),
+ _nldHyperipv = new IPHyperViscoElastoPlasticNonLocalDamage(mlaw.getConstRefToCompressionHardening(),
mlaw.getConstRefToTractionHardening(),
mlaw.getConstRefToShearHardening(),
mlaw.getConstRefToKinematicHardening(),
@@ -36,7 +25,7 @@ nonLocalDamageHyperelasticDG3DIPVariable::nonLocalDamageHyperelasticDG3DIPVariab
nonLocalDamageHyperelasticDG3DIPVariable::nonLocalDamageHyperelasticDG3DIPVariable(const nonLocalDamageHyperelasticDG3DIPVariable &source):
nonLocalDamageDG3DIPVariableBase(source)
{
- _nldHyperipv = new IPNonLocalDamageHyperelasic(*source._nldHyperipv);
+ _nldHyperipv = new IPHyperViscoElastoPlasticNonLocalDamage(*source._nldHyperipv);
}
nonLocalDamageHyperelasticDG3DIPVariable& nonLocalDamageHyperelasticDG3DIPVariable::operator=(const IPVariable &source){
@@ -53,80 +42,61 @@ double nonLocalDamageHyperelasticDG3DIPVariable::get(const int i) const
{
if(i == IPField::PLASTICSTRAIN)
{
- return getIPNonLocalDamageHyperelastic()->getCurrentPlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getCurrentPlasticStrain();
}
else if (i == IPField::NONLOCAL_PLASTICSTRAIN){
- return getIPNonLocalDamageHyperelastic()->getEffectivePlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getEffectivePlasticStrain();
}
else if(i == IPField::DAMAGE)
{
- return getIPNonLocalDamageHyperelastic()->getDamage();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getDamage();
}
else if (i == IPField::DAMAGE0){
- return getIPNonLocalDamageHyperelastic()->getDamage();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getDamage();
}
else if (i == IPField::PLASTIC_POISSON_RATIO){
- return getIPNonLocalDamageHyperelastic()->_nup;
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->_nup;
}
else if (i == IPField::PLASTICSTRAIN_COMPRESSION){
- return getIPNonLocalDamageHyperelastic()->getConstRefToCompressionPlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getConstRefToCompressionPlasticStrain();
}
else if (i == IPField::PLASTICSTRAIN_TRACTION){
- return getIPNonLocalDamageHyperelastic()->getConstRefToTractionPlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getConstRefToTractionPlasticStrain();
}
else if (i == IPField::PLASTICSTRAIN_SHEAR){
- return getIPNonLocalDamageHyperelastic()->getConstRefToShearPlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getConstRefToShearPlasticStrain();
}
else if (i == IPField::BACKSTRESS){
- if (getIPNonLocalDamageHyperelastic()->_ipKinematic!= NULL)
- return getIPNonLocalDamageHyperelastic()->_ipKinematic->getR();
+ if (getIPHyperViscoElastoPlasticNonLocalDamage()->_ipKinematic!= NULL)
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->_ipKinematic->getR();
else
return 0.;
}
- else if (i == IPField::ELASTIC_JACOBIAN){
- return getIPNonLocalDamageHyperelastic()->getConstRefToElasticJacobian();
- }
- else if (i == IPField::PLASTIC_JACOBIAN){
- return getIPNonLocalDamageHyperelastic()->getConstRefToPlasticJacobian();
- }
else if (i == IPField::PLASTIC_RATE){
- return getIPNonLocalDamageHyperelastic()->getConstRefToPlasticDeformationRate();
- }
- else if (i == IPField::FLOW_FACTOR_RATE){
- return getIPNonLocalDamageHyperelastic()->getConstRefToFlowFactorRate();
- }
- else if (i == IPField::OCTAHEDRAL_NORM_STRAIN_RATE){
- const STensor3& D = getIPNonLocalDamageHyperelastic()->_strainRate;
- return (D(0,0)+D(1,1)+D(2,2))/3.;
- }
- else if (i == IPField::OCTAHEDRAL_SHEAR_STRAIN_RATE){
- const STensor3& D = getIPNonLocalDamageHyperelastic()->_strainRate;
- STensor3 Ddev = D.dev();
- double J2 = 0.5*Ddev.dotprod();
- return 2.*sqrt(6.*J2)/3.;
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getConstRefToPlasticDeformationRate();
}
else if (i == IPField::K_XX){
- const STensor3& K = getIPNonLocalDamageHyperelastic()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticNonLocalDamage()->_kirchhoff;
return K(0,0);
}
else if (i == IPField::K_YY){
- const STensor3& K = getIPNonLocalDamageHyperelastic()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticNonLocalDamage()->_kirchhoff;
return K(1,1);
}
else if (i == IPField::K_ZZ){
- const STensor3& K = getIPNonLocalDamageHyperelastic()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticNonLocalDamage()->_kirchhoff;
return K(2,2);
}
else if (i == IPField::K_XY){
- const STensor3& K = getIPNonLocalDamageHyperelastic()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticNonLocalDamage()->_kirchhoff;
return K(0,1);
}
else if (i == IPField::K_YZ){
- const STensor3& K = getIPNonLocalDamageHyperelastic()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticNonLocalDamage()->_kirchhoff;
return K(1,2);
}
else if (i == IPField::K_XZ){
- const STensor3& K = getIPNonLocalDamageHyperelastic()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticNonLocalDamage()->_kirchhoff;
return K(0,2);
}
else
@@ -136,16 +106,16 @@ double nonLocalDamageHyperelasticDG3DIPVariable::get(const int i) const
}
double nonLocalDamageHyperelasticDG3DIPVariable::defoEnergy() const
{
- return getIPNonLocalDamageHyperelastic()->defoEnergy();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->defoEnergy();
}
double nonLocalDamageHyperelasticDG3DIPVariable::plasticEnergy() const
{
- return getIPNonLocalDamageHyperelastic()->plasticEnergy();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->plasticEnergy();
}
double nonLocalDamageHyperelasticDG3DIPVariable::getConstRefToLocalVariable(const int idex) const{
if (idex == 0){
- return getIPNonLocalDamageHyperelastic()->getCurrentPlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getCurrentPlasticStrain();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
@@ -153,7 +123,7 @@ double nonLocalDamageHyperelasticDG3DIPVariable::getConstRefToLocalVariable(cons
};
double& nonLocalDamageHyperelasticDG3DIPVariable::getRefToLocalVariable(const int idex){
if (idex == 0){
- return getIPNonLocalDamageHyperelastic()->getRefToCurrentPlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getRefToCurrentPlasticStrain();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
@@ -162,7 +132,7 @@ double& nonLocalDamageHyperelasticDG3DIPVariable::getRefToLocalVariable(const in
double nonLocalDamageHyperelasticDG3DIPVariable::getConstRefToNonLocalVariable(const int idex) const{
if (idex == 0){
- return getIPNonLocalDamageHyperelastic()->getEffectivePlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getEffectivePlasticStrain();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
@@ -170,7 +140,7 @@ double nonLocalDamageHyperelasticDG3DIPVariable::getConstRefToNonLocalVariable(c
};
double& nonLocalDamageHyperelasticDG3DIPVariable::getRefToNonLocalVariable(const int idex){
if (idex == 0){
- return getIPNonLocalDamageHyperelastic()->getRefToEffectivePlasticStrain();
+ return getIPHyperViscoElastoPlasticNonLocalDamage()->getRefToEffectivePlasticStrain();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
@@ -189,7 +159,7 @@ void nonLocalDamageHyperelasticDG3DIPVariable::restart()
nonLocalDamageHyperelasticDG3DIPVariableWithFailure::nonLocalDamageHyperelasticDG3DIPVariableWithFailure(const mlawNonLocalDamagePowerYieldHyperWithFailure &mlaw, const bool oninter)
:nonLocalDamageDG3DIPVariableBase(oninter,2)
{
- _nldHyperipv = new IPNonLocalDamageHyperelasicWithFailure(mlaw.getConstRefToCompressionHardening(),
+ _nldHyperipv = new IPHyperViscoElastoPlasticMultipleNonLocalDamage(mlaw.getConstRefToCompressionHardening(),
mlaw.getConstRefToTractionHardening(),
mlaw.getConstRefToShearHardening(),
mlaw.getConstRefToKinematicHardening(),
@@ -200,7 +170,7 @@ nonLocalDamageHyperelasticDG3DIPVariableWithFailure::nonLocalDamageHyperelasticD
nonLocalDamageHyperelasticDG3DIPVariableWithFailure::nonLocalDamageHyperelasticDG3DIPVariableWithFailure(const nonLocalDamageHyperelasticDG3DIPVariableWithFailure &source):
nonLocalDamageDG3DIPVariableBase(source)
{
- _nldHyperipv = new IPNonLocalDamageHyperelasicWithFailure(*source._nldHyperipv);
+ _nldHyperipv = new IPHyperViscoElastoPlasticMultipleNonLocalDamage(*source._nldHyperipv);
}
nonLocalDamageHyperelasticDG3DIPVariableWithFailure& nonLocalDamageHyperelasticDG3DIPVariableWithFailure::operator=(const IPVariable &source){
@@ -217,95 +187,76 @@ double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::get(const int i) con
{
if(i == IPField::PLASTICSTRAIN)
{
- return getIPNonLocalDamageHyperelasticWithFailure()->getCurrentPlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getCurrentPlasticStrain();
}
else if (i == IPField::NONLOCAL_PLASTICSTRAIN){
- return getIPNonLocalDamageHyperelasticWithFailure()->getEffectivePlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getEffectivePlasticStrain();
}
else if (i == IPField::FAILURE_ONSET){
- return getIPNonLocalDamageHyperelasticWithFailure()->getFailureOnset();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getFailureOnset();
}
else if (i == IPField::NONLOCAL_FAILURE_PLASTICSTRAIN){
- return getIPNonLocalDamageHyperelasticWithFailure()->getNonLocalFailurePlasticity();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getNonLocalFailurePlasticity();
}
else if(i == IPField::DAMAGE)
{
double OneminusD = 1;
- int n = this->getIPNonLocalDamageHyperelasticWithFailure()->getNumNonLocalVariable();
+ int n = this->getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getNumNonLocalVariable();
for (int iter =0; iter < n; iter ++){
- double Diter = this->getIPNonLocalDamageHyperelasticWithFailure()->getDamage(iter);
+ double Diter = this->getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getDamage(iter);
OneminusD *= (1.- Diter);
}
return (1.- OneminusD);
}
else if (i == IPField::DAMAGE0){
- return getIPNonLocalDamageHyperelasticWithFailure()->getDamage(0);
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getDamage(0);
}
else if (i == IPField::DAMAGE1){
- return getIPNonLocalDamageHyperelasticWithFailure()->getDamage(1);
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getDamage(1);
}
else if (i == IPField::PLASTIC_POISSON_RATIO){
- return getIPNonLocalDamageHyperelasticWithFailure()->_nup;
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_nup;
}
else if (i == IPField::PLASTICSTRAIN_COMPRESSION){
- return getIPNonLocalDamageHyperelasticWithFailure()->getConstRefToCompressionPlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getConstRefToCompressionPlasticStrain();
}
else if (i == IPField::PLASTICSTRAIN_TRACTION){
- return getIPNonLocalDamageHyperelasticWithFailure()->getConstRefToTractionPlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getConstRefToTractionPlasticStrain();
}
else if (i == IPField::PLASTICSTRAIN_SHEAR){
- return getIPNonLocalDamageHyperelasticWithFailure()->getConstRefToShearPlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getConstRefToShearPlasticStrain();
}
else if (i == IPField::BACKSTRESS){
- if (getIPNonLocalDamageHyperelasticWithFailure()->_ipKinematic!= NULL)
- return getIPNonLocalDamageHyperelasticWithFailure()->_ipKinematic->getR();
+ if (getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_ipKinematic!= NULL)
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_ipKinematic->getR();
else
return 0.;
}
- else if (i == IPField::ELASTIC_JACOBIAN){
- return getIPNonLocalDamageHyperelasticWithFailure()->getConstRefToElasticJacobian();
- }
- else if (i == IPField::PLASTIC_JACOBIAN){
- return getIPNonLocalDamageHyperelasticWithFailure()->getConstRefToPlasticJacobian();
- }
else if (i == IPField::PLASTIC_RATE){
- return getIPNonLocalDamageHyperelasticWithFailure()->getConstRefToPlasticDeformationRate();
- }
- else if (i == IPField::FLOW_FACTOR_RATE){
- return getIPNonLocalDamageHyperelasticWithFailure()->getConstRefToFlowFactorRate();
- }
- else if (i == IPField::OCTAHEDRAL_NORM_STRAIN_RATE){
- const STensor3& D = getIPNonLocalDamageHyperelasticWithFailure()->_strainRate;
- return (D(0,0)+D(1,1)+D(2,2))/3.;
- }
- else if (i == IPField::OCTAHEDRAL_SHEAR_STRAIN_RATE){
- const STensor3& D = getIPNonLocalDamageHyperelasticWithFailure()->_strainRate;
- STensor3 Ddev = D.dev();
- double J2 = 0.5*Ddev.dotprod();
- return 2.*sqrt(6.*J2)/3.;
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getConstRefToPlasticDeformationRate();
}
else if (i == IPField::K_XX){
- const STensor3& K = getIPNonLocalDamageHyperelasticWithFailure()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_kirchhoff;
return K(0,0);
}
else if (i == IPField::K_YY){
- const STensor3& K = getIPNonLocalDamageHyperelasticWithFailure()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_kirchhoff;
return K(1,1);
}
else if (i == IPField::K_ZZ){
- const STensor3& K = getIPNonLocalDamageHyperelasticWithFailure()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_kirchhoff;
return K(2,2);
}
else if (i == IPField::K_XY){
- const STensor3& K = getIPNonLocalDamageHyperelasticWithFailure()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_kirchhoff;
return K(0,1);
}
else if (i == IPField::K_YZ){
- const STensor3& K = getIPNonLocalDamageHyperelasticWithFailure()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_kirchhoff;
return K(1,2);
}
else if (i == IPField::K_XZ){
- const STensor3& K = getIPNonLocalDamageHyperelasticWithFailure()->_kirchhoff;
+ const STensor3& K = getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->_kirchhoff;
return K(0,2);
}
else
@@ -315,19 +266,19 @@ double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::get(const int i) con
}
double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::defoEnergy() const
{
- return getIPNonLocalDamageHyperelasticWithFailure()->defoEnergy();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->defoEnergy();
}
double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::plasticEnergy() const
{
- return getIPNonLocalDamageHyperelasticWithFailure()->plasticEnergy();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->plasticEnergy();
}
double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::getConstRefToLocalVariable(const int idex) const{
if (idex == 0){
- return getIPNonLocalDamageHyperelasticWithFailure()->getCurrentPlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getCurrentPlasticStrain();
}
else if (idex == 1){
- return getIPNonLocalDamageHyperelasticWithFailure()->getFailurePlasticity();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getFailurePlasticity();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
@@ -335,10 +286,10 @@ double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::getConstRefToLocalVa
};
double& nonLocalDamageHyperelasticDG3DIPVariableWithFailure::getRefToLocalVariable(const int idex){
if (idex == 0){
- return getIPNonLocalDamageHyperelasticWithFailure()->getRefToCurrentPlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getRefToCurrentPlasticStrain();
}
else if (idex == 1){
- return getIPNonLocalDamageHyperelasticWithFailure()->getRefToFailurePlasticity();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getRefToFailurePlasticity();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
@@ -347,10 +298,10 @@ double& nonLocalDamageHyperelasticDG3DIPVariableWithFailure::getRefToLocalVariab
double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::getConstRefToNonLocalVariable(const int idex) const{
if (idex == 0){
- return getIPNonLocalDamageHyperelasticWithFailure()->getEffectivePlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getEffectivePlasticStrain();
}
else if (idex == 1){
- return getIPNonLocalDamageHyperelasticWithFailure()->getNonLocalFailurePlasticity();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getNonLocalFailurePlasticity();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
@@ -358,10 +309,10 @@ double nonLocalDamageHyperelasticDG3DIPVariableWithFailure::getConstRefToNonLoca
};
double& nonLocalDamageHyperelasticDG3DIPVariableWithFailure::getRefToNonLocalVariable(const int idex){
if (idex == 0){
- return getIPNonLocalDamageHyperelasticWithFailure()->getRefToEffectivePlasticStrain();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getRefToEffectivePlasticStrain();
}
else if (idex == 1){
- return getIPNonLocalDamageHyperelasticWithFailure()->getRefToNonLocalFailurePlasticity();
+ return getIPHyperViscoElastoPlasticMultipleNonLocalDamage()->getRefToNonLocalFailurePlasticity();
}
else{
Msg::Fatal("the non-local variable %d is not defined",idex);
diff --git a/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.h b/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.h
index 267f1af158b0cd3469610543c712a283ef339e3f..202e3e104632cea8eee6d30c910843098a40778f 100644
--- a/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.h
+++ b/dG3D/src/nonLocalDamageHyperelasticDG3DIPVariable.h
@@ -16,17 +16,16 @@
class nonLocalDamageHyperelasticDG3DIPVariable: public nonLocalDamageDG3DIPVariableBase{
protected:
- IPNonLocalDamageHyperelasic *_nldHyperipv;
+ IPHyperViscoElastoPlasticNonLocalDamage *_nldHyperipv;
public:
- nonLocalDamageHyperelasticDG3DIPVariable(const mlawNonLocalDamageQuadYieldHyper &mlaw, const bool oninter=false);
nonLocalDamageHyperelasticDG3DIPVariable(const mlawNonLocalDamagePowerYieldHyper &mlaw, const bool oninter=false);
nonLocalDamageHyperelasticDG3DIPVariable(const nonLocalDamageHyperelasticDG3DIPVariable &source);
virtual nonLocalDamageHyperelasticDG3DIPVariable& operator=(const IPVariable &source);
/* specific function */
- IPNonLocalDamageHyperelasic* getIPNonLocalDamageHyperelastic(){return _nldHyperipv;}
- const IPNonLocalDamageHyperelasic* getIPNonLocalDamageHyperelastic() const{return _nldHyperipv;}
+ IPHyperViscoElastoPlasticNonLocalDamage* getIPHyperViscoElastoPlasticNonLocalDamage(){return _nldHyperipv;}
+ const IPHyperViscoElastoPlasticNonLocalDamage* getIPHyperViscoElastoPlasticNonLocalDamage() const{return _nldHyperipv;}
virtual ~nonLocalDamageHyperelasticDG3DIPVariable()
{
if (_nldHyperipv)
@@ -38,13 +37,6 @@ class nonLocalDamageHyperelasticDG3DIPVariable: public nonLocalDamageDG3DIPVaria
virtual void setBulkCriticalDamage(const double DT){_nldHyperipv->setCriticalDamage(DT);};
virtual double getBulkCriticalDamage() const {return _nldHyperipv->getCriticalDamage();};
- virtual const STensor3& getConstRefToEffectiveFirstPiolaKirchhoffStress() const {return _nldHyperipv->getConstRefToEffectiveFirstPKStress();};
- virtual STensor3 &getRefToEffectiveFirstPiolaKirchhoffStress() {return _nldHyperipv->getRefToEffectiveFirstPKStress();};
-
- virtual const STensor43 &getConstRefToEffectiveTangentModuli() const {return _nldHyperipv->getConstRefToEffectiveTangentModuli();};
- virtual STensor43 &getRefToEffectiveTangentModuli() {return _nldHyperipv->getRefToEffectiveTangentModuli();};
-
-
virtual double getConstRefToLocalVariable(const int idex) const;
virtual double& getRefToLocalVariable(const int idex);
@@ -55,6 +47,7 @@ class nonLocalDamageHyperelasticDG3DIPVariable: public nonLocalDamageDG3DIPVaria
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _nldHyperipv->damageEnergy();};
virtual const STensor3 &getConstRefToCharacteristicLengthMatrix(const int idex) const
{
if (idex == 0)
@@ -62,6 +55,32 @@ class nonLocalDamageHyperelasticDG3DIPVariable: public nonLocalDamageDG3DIPVaria
else
Msg::Fatal("the non-local damge id = %d is not defined",idex);
}
+
+ // for path following based on irreversibe energt
+ virtual double irreversibleEnergy() const {return _nldHyperipv->irreversibleEnergy();};
+ virtual double& getRefToIrreversibleEnergy() {return _nldHyperipv->getRefToIrreversibleEnergy();};
+
+ virtual const STensor3& getConstRefToDIrreversibleEnergyDDeformationGradient() const
+ {return _nldHyperipv->getConstRefToDIrreversibleEnergyDF();};
+ virtual STensor3& getRefToDIrreversibleEnergyDDeformationGradient()
+ {return _nldHyperipv->getRefToDIrreversibleEnergyDF();};
+
+ virtual const double& getConstRefToDIrreversibleEnergyDNonLocalVariable(const int index) const
+ {
+ if (index == 0)
+ {
+ return _nldHyperipv->getDIrreversibleEnergyDNonLocalVariable();
+ }
+ else{Msg::Fatal("the non-local variable %d is not defined",index);}
+ };
+ virtual double& getRefToDIrreversibleEnergyDDNonLocalVariable(const int index)
+ {
+ if (index == 0)
+ {
+ return _nldHyperipv->getRefToDIrreversibleEnergyDNonLocalVariable();
+ }
+ else{Msg::Fatal("the non-local variable %d is not defined",index);}
+ };
virtual IPVariable* clone() const {return new nonLocalDamageHyperelasticDG3DIPVariable(*this);};
virtual void restart();
@@ -69,7 +88,7 @@ class nonLocalDamageHyperelasticDG3DIPVariable: public nonLocalDamageDG3DIPVaria
class nonLocalDamageHyperelasticDG3DIPVariableWithFailure: public nonLocalDamageDG3DIPVariableBase{
protected:
- IPNonLocalDamageHyperelasicWithFailure *_nldHyperipv;
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage *_nldHyperipv;
public:
nonLocalDamageHyperelasticDG3DIPVariableWithFailure(const mlawNonLocalDamagePowerYieldHyperWithFailure &mlaw, const bool oninter=false);
@@ -77,8 +96,8 @@ class nonLocalDamageHyperelasticDG3DIPVariableWithFailure: public nonLocalDamage
virtual nonLocalDamageHyperelasticDG3DIPVariableWithFailure& operator=(const IPVariable &source);
/* specific function */
- IPNonLocalDamageHyperelasicWithFailure* getIPNonLocalDamageHyperelasticWithFailure(){return _nldHyperipv;}
- const IPNonLocalDamageHyperelasicWithFailure* getIPNonLocalDamageHyperelasticWithFailure() const{return _nldHyperipv;}
+ IPHyperViscoElastoPlasticMultipleNonLocalDamage* getIPHyperViscoElastoPlasticMultipleNonLocalDamage(){return _nldHyperipv;}
+ const IPHyperViscoElastoPlasticMultipleNonLocalDamage* getIPHyperViscoElastoPlasticMultipleNonLocalDamage() const{return _nldHyperipv;}
virtual ~nonLocalDamageHyperelasticDG3DIPVariableWithFailure()
{
if (_nldHyperipv)
@@ -90,13 +109,6 @@ class nonLocalDamageHyperelasticDG3DIPVariableWithFailure: public nonLocalDamage
virtual void setBulkCriticalDamage(const double DT){_nldHyperipv->setCriticalDamage(DT);};
virtual double getBulkCriticalDamage() const {return _nldHyperipv->getCriticalDamage();};
- virtual const STensor3& getConstRefToEffectiveFirstPiolaKirchhoffStress() const {return _nldHyperipv->getConstRefToEffectiveFirstPKStress();};
- virtual STensor3 &getRefToEffectiveFirstPiolaKirchhoffStress() {return _nldHyperipv->getRefToEffectiveFirstPKStress();};
-
- virtual const STensor43 &getConstRefToEffectiveTangentModuli() const {return _nldHyperipv->getConstRefToEffectiveTangentModuli();};
- virtual STensor43 &getRefToEffectiveTangentModuli() {return _nldHyperipv->getRefToEffectiveTangentModuli();};
-
-
virtual double getConstRefToLocalVariable(const int idex) const;
virtual double& getRefToLocalVariable(const int idex);
@@ -107,11 +119,32 @@ class nonLocalDamageHyperelasticDG3DIPVariableWithFailure: public nonLocalDamage
virtual double get(const int i) const;
virtual double defoEnergy() const;
virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _nldHyperipv->damageEnergy();};
virtual const STensor3 &getConstRefToCharacteristicLengthMatrix(const int idex) const
{
return _nldHyperipv->getConstRefToCharacteristicLength(idex);
}
+
+ // for path following based on irreversibe energt
+ virtual double irreversibleEnergy() const {return _nldHyperipv->irreversibleEnergy();};
+ virtual double& getRefToIrreversibleEnergy() {return _nldHyperipv->getRefToIrreversibleEnergy();};
+
+ virtual const STensor3& getConstRefToDIrreversibleEnergyDDeformationGradient() const {
+ return _nldHyperipv->getConstRefToDIrreversibleEnergyDF();
+ };
+ virtual STensor3& getRefToDIrreversibleEnergyDDeformationGradient(){
+ return _nldHyperipv->getRefToDIrreversibleEnergyDF();
+ };
+
+ virtual const double& getConstRefToDIrreversibleEnergyDNonLocalVariable(const int index) const
+ {
+ return _nldHyperipv->getDIrreversibleEnergyDNonLocalVariable(index);
+ };
+ virtual double& getRefToDIrreversibleEnergyDDNonLocalVariable(const int index)
+ {
+ return _nldHyperipv->getRefToDIrreversibleEnergyDNonLocalVariable(index);
+ };
virtual IPVariable* clone() const {return new nonLocalDamageHyperelasticDG3DIPVariableWithFailure(*this);};
virtual void restart();
diff --git a/dG3D/src/pathFollowingTerms.cpp b/dG3D/src/pathFollowingTerms.cpp
index deeee14673719822ae7ca4aefc5636cdc8de59c6..17ee48375bdb705f7571c5d4d50c99f7fc3095fd 100644
--- a/dG3D/src/pathFollowingTerms.cpp
+++ b/dG3D/src/pathFollowingTerms.cpp
@@ -441,7 +441,6 @@ void dG3DNonLocalDissipationPathFollowingBulkLinearTerm::get(MElement *ele,int n
int numNonLocalVar = ipv->getNumberNonLocalVariable();
for (int inl =0; inl < numNonLocalVar; inl++){
const double & DdamEnergyDNonLocalVar = ipv->getConstRefToDIrreversibleEnergyDNonLocalVariable(inl);
-
for (int k=0; k< nbFF; k++){
m(k+inl*nbFF+3*nbFF) += DdamEnergyDNonLocalVar*Vals[k+ inl*nbFF+3*nbFF]*detJ*weight;
}
diff --git a/dgshell/benchmarks/nlbeam/beam.py b/dgshell/benchmarks/nlbeam/beam.py
index 3f45c211951ab4b9112dfcbe5505d489676665a4..fc2876b847b3608f75d3e8c5874de0898ba8dccc 100644
--- a/dgshell/benchmarks/nlbeam/beam.py
+++ b/dgshell/benchmarks/nlbeam/beam.py
@@ -76,7 +76,7 @@ try:
import linecache
lineforce = linecache.getline('force41comp2.csv',7)
linedisp = linecache.getline('NodalDisplacement2comp2.csv',3)
- lineener = linecache.getline('energy.csv',8)
+ lineener = linecache.getline('energy.csv',7)
except:
print('Cannot get the results in the files')
import os
diff --git a/dgshell/src/dgNonLinearShellMaterial.h b/dgshell/src/dgNonLinearShellMaterial.h
index c1554b2d1cdf5c5d9c2875bfbbb53f9566df4a67..1c5c8028d5d3cb4b2ef115f6de771dd820aaf3a2 100644
--- a/dgshell/src/dgNonLinearShellMaterial.h
+++ b/dgshell/src/dgNonLinearShellMaterial.h
@@ -118,7 +118,7 @@ class J2linearShellLaw : public dgNonLinearShellMaterialLaw
virtual void stresst33(const IPStateBase *ips,const int npoint, double &t33, double &t33rel) const; //t33rel is the relative value divided by a material constant used to check convergence
virtual materialLaw* clone() const {return new J2linearShellLaw(*this);};
virtual bool withEnergyDissipation() const {return _j2law.withEnergyDissipation();}
- virtual void setMacroSolver(nonLinearMechSolver* sv){
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
dgNonLinearShellMaterialLaw::setMacroSolver(sv);
_j2law.setMacroSolver(sv);
}