diff --git a/NonLinearSolver/internalPoints/ipAnisotropicPlasticity.h b/NonLinearSolver/internalPoints/ipAnisotropicPlasticity.h
new file mode 100644
index 0000000000000000000000000000000000000000..be8ee5acad399a47ed431a42aac725b3b365d7ed
--- /dev/null
+++ b/NonLinearSolver/internalPoints/ipAnisotropicPlasticity.h
@@ -0,0 +1,36 @@
+//
+// C++ Interface: ipd data
+//
+// Description: ip data for plastic anisotropy
+//
+// Author: <V.D. Nguyen>, (C) 2023
+//
+// Copyright: See COPYING file that comes with this distribution
+//
+//
+
+#ifndef IPANISOTROPICPLASTICITY_H_
+#define IPANISOTROPICPLASTICITY_H_
+
+#include "ipJ2linear.h"
+
+class IPAnisotropicPlasticity : public IPJ2linear
+{
+ public:
+ IPAnisotropicPlasticity(): IPJ2linear(){};
+ IPAnisotropicPlasticity(const J2IsotropicHardening *j2IH): IPJ2linear(j2IH){};
+ IPAnisotropicPlasticity(const IPAnisotropicPlasticity &source): IPJ2linear(source){};
+ virtual IPAnisotropicPlasticity& operator=(const IPVariable &source)
+ {
+ IPJ2linear::operator =(source);
+ return *this;
+ }
+ virtual ~IPAnisotropicPlasticity()
+ {
+
+ }
+ virtual IPVariable* clone() const {return new IPAnisotropicPlasticity(*this);};
+};
+
+
+#endif //IPANISOTROPICPLASTICITY_H_
\ No newline at end of file
diff --git a/NonLinearSolver/materialLaw/CMakeLists.txt b/NonLinearSolver/materialLaw/CMakeLists.txt
index d7735fd86b97cab255055e99786ff7e878405bc8..b7f88e9719f32d64b63afefb8b53e84016492561 100644
--- a/NonLinearSolver/materialLaw/CMakeLists.txt
+++ b/NonLinearSolver/materialLaw/CMakeLists.txt
@@ -106,6 +106,7 @@ set(SRC
mlawNonLinearTVP.cpp
mullinsEffect.cpp
mlawHyperelasticWithPotential.cpp
+ mlawAnisotropicPlasticity.cpp
# src/op_eshelby.cpp
# Headers without cpp change this ??
ID.h
diff --git a/NonLinearSolver/materialLaw/mlaw.h b/NonLinearSolver/materialLaw/mlaw.h
index 7e69287869783cb50447f86b446f0f213e733673..9bafeb7b273811fd71aaeea2a136f16a88af5162 100644
--- a/NonLinearSolver/materialLaw/mlaw.h
+++ b/NonLinearSolver/materialLaw/mlaw.h
@@ -24,7 +24,7 @@ class materialLaw{
enum matname{linearElasticPlaneStress,linearElasticPlaneStressWithDamage, linearElasticOrthotropicPlaneStress,
- cohesiveLaw, fracture, nonLinearShell, j2linear, viscoelastic, EOS, transverseIsotropic, transverseIsoCurvature, transverseIsoUserDirection,
+ cohesiveLaw, fracture, nonLinearShell, J2, viscoelastic, EOS, transverseIsotropic, transverseIsoCurvature, transverseIsoUserDirection,
transverseIsoYarnB, Anisotropic, AnisotropicStoch, nonLocalDamage, vumat, UMATInterface, crystalPlasticity, gursonUMAT,
numeric, secondOrderElastic, j2smallstrain, porousPlasticDamagelaw,
nonLocalDamageGurson, nonLocalDamageThomason, nonLocalDamageGursonThomason,
@@ -35,7 +35,7 @@ class materialLaw{
ThermalConducter,AnIsotropicTherMech, localDamageJ2Hyper,linearElastic,nonLocalDamageGursonThermoMechanics,
localDamageJ2SmallStrain,nonLocalDamageJ2SmallStrain,cluster,tfa,ANN, DMN, torchANN, NonlocalDamageTorchANN, LinearElecMagTherMech, LinearElecMagInductor, hyperviscoelastic,
GenericThermoMechanics, ElecMagGenericThermoMechanics, ElecMagInductor,
- nonlineartvm,nonlinearTVE,nonlinearTVP,vevpmfh, VEVPUMAT};
+ nonlineartvm,nonlinearTVE,nonlinearTVP,vevpmfh, VEVPUMAT, Hill48};
protected :
diff --git a/NonLinearSolver/materialLaw/mlawAnisotropicPlasticity.cpp b/NonLinearSolver/materialLaw/mlawAnisotropicPlasticity.cpp
new file mode 100644
index 0000000000000000000000000000000000000000..5be0bbce061d2a4c57985d67061544e9f6cddcfe
--- /dev/null
+++ b/NonLinearSolver/materialLaw/mlawAnisotropicPlasticity.cpp
@@ -0,0 +1,1182 @@
+//
+// C++ Interface: material law
+//
+// Description: material law for plastic anisotropy
+//
+// Author: <V.D. Nguyen>, (C) 2023
+//
+// Copyright: See COPYING file that comes with this distribution
+//
+//
+#include "mlawAnisotropicPlasticity.h"
+#include "nonLinearMechSolver.h"
+
+mlawAnisotropicPlasticity::mlawAnisotropicPlasticity(const int num,const double E,const double nu, const double rho,const J2IsotropicHardening &j2IH,
+ 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), _maxite(1000),_perturbationfactor(eps),_tangentByPerturbation(pert),_order(1),
+ _stressFormulation(CORO_KIRCHHOFF)
+{
+ _j2IH=j2IH.clone();
+
+ STensorOperation::zero(_Cel);
+ _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;
+
+ 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++){
+ _I4(i,j,k,l) = 0.5*(I(i,k)*I(j,l)+I(i,l)*I(j,k));
+ _I4dev(i,j,k,l) = 0.5*(I(i,k)*I(j,l)+I(i,l)*I(j,k)) - I(i,j)*I(k,l)/3.;
+ }
+ }
+ }
+ }
+}
+mlawAnisotropicPlasticity::mlawAnisotropicPlasticity(const mlawAnisotropicPlasticity &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), _maxite(source._maxite),
+ _perturbationfactor(source._perturbationfactor),
+ _tangentByPerturbation(source._tangentByPerturbation),_order(source._order),
+ _Cel(source._Cel),
+ _stressFormulation(source._stressFormulation),
+ _I4(source._I4), _I4dev(source._I4dev)
+{
+ _j2IH = NULL;
+ if(source._j2IH != NULL)
+ {
+ _j2IH=source._j2IH->clone();
+ }
+}
+
+mlawAnisotropicPlasticity& mlawAnisotropicPlasticity::operator=(const materialLaw &source)
+{
+ materialLaw::operator=(source);
+ const mlawAnisotropicPlasticity* src =static_cast<const mlawAnisotropicPlasticity*>(&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;
+ _maxite = src->_maxite;
+ _perturbationfactor = src->_perturbationfactor;
+ _tangentByPerturbation = src->_tangentByPerturbation;
+ _Cel = src->_Cel;
+ _stressFormulation = src->_stressFormulation;
+ _I4 = src->_I4;
+ _I4dev = src->_I4dev;
+ if(_j2IH != NULL) delete _j2IH;
+ if(src->_j2IH != NULL)
+ {
+ _j2IH=src->_j2IH->clone();
+ }
+
+ }
+ return *this;
+}
+
+mlawAnisotropicPlasticity::~mlawAnisotropicPlasticity()
+{
+ if(_j2IH!=NULL) {delete _j2IH; _j2IH = NULL;};
+}
+
+
+
+void mlawAnisotropicPlasticity::setStressFormulation(int s)
+{
+ _stressFormulation = (stressFormulation)s;
+ if (_stressFormulation == CORO_CAUCHY)
+ {
+ Msg::Info("The corotational cauchy stress is used");
+ }
+ else if (_stressFormulation == CORO_KIRCHHOFF)
+ {
+ Msg::Info("The corotational Kirchoff stress is used");
+ }
+ else
+ {
+ Msg::Error("The formulation %d is not implemented, using corotational Kirchoff instead");
+ _stressFormulation = CORO_KIRCHHOFF;
+ }
+}
+
+void mlawAnisotropicPlasticity::createIPState(IPStateBase* &ips,bool hasBodyForce,const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
+{
+ //bool inter=true;
+ //const MInterfaceElement *iele = static_cast<const MInterfaceElement*>(ele);
+ //if(iele==NULL) inter=false;
+ IPVariable* ipvi = new IPAnisotropicPlasticity(_j2IH);
+ IPVariable* ipv1 = new IPAnisotropicPlasticity(_j2IH);
+ IPVariable* ipv2 = new IPAnisotropicPlasticity(_j2IH);
+ if(ips != NULL) delete ips;
+ ips = new IP3State(state_,ipvi,ipv1,ipv2);
+}
+
+double mlawAnisotropicPlasticity::soundSpeed() const
+{
+ double factornu = (1.-_nu)/((1.+_nu)*(1.-2.*_nu));
+ return sqrt(_E*factornu/_rho);
+}
+
+
+
+double mlawAnisotropicPlasticity::deformationEnergy(const STensor3 &C) const
+{
+ STensor3 logCdev;
+ bool ok=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);
+ return Psy;;
+}
+
+
+
+void mlawAnisotropicPlasticity::computeResidual(const STensor3& DeltaEp, std::vector<double>& DeltaPlasticMult, const double DeltaHatP, // unknown value
+ const STensor3& sig, const double R,
+ const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ std::vector<double>& res0, STensor3& res1, double& res2,
+ bool stiff,
+ const STensor43& DsigDDeltaEp, const double H,
+ std::vector<STensor3>& Dres0DDeltaEp, STensor43& Dres1DDeltaEp, STensor3& Dres2DDeltaEp,
+ std::vector<double>& Dres0DDeltaPlasticMult, std::vector<STensor3>& Dres1DDeltaPlasticMult, std::vector<double>& Dres2DDeltaPlasticMult,
+ std::vector<double>& Dres0DDeltaHatP, STensor3& Dres1DDeltaHatP, double& Dres2DDeltaHatP) const
+{
+ int numberYield = getNumOfYieldSurfaces();
+ double R0 = _j2IH->getYield0();
+ static std::vector<STensor3> DyieldDsig(numberYield,STensor3(0.)) ;
+ static std::vector<double> DyieldDR(numberYield, 0);
+ yieldFunction(res0,sig,R,q0,q1,stiff,&DyieldDsig,&DyieldDR);
+
+ static std::vector<STensor3> Np(numberYield,STensor3(0.));
+ static std::vector<STensor43> DNpDsig(numberYield,STensor43(0.));
+ static std::vector<STensor3> DNpDR(numberYield, STensor3(0.));
+ getYieldNormal(Np,sig,R,q0,q1,stiff,&DNpDsig,&DNpDR);
+
+ // plastic energy balance
+ res1 = DeltaEp;
+ for (int i=0; i< numberYield; i++)
+ {
+ res1.daxpy(Np[i],-DeltaPlasticMult[i]);
+ }
+ //
+ res2 = (STensorOperation::doubledot(sig,DeltaEp) - R*DeltaHatP)/R0;
+ //
+ if (stiff)
+ {
+ // res0
+ for (int i=0; i< numberYield; i++)
+ {
+ STensorOperation::multSTensor3STensor43(DyieldDsig[i],DsigDDeltaEp,Dres0DDeltaEp[i]);
+ Dres0DDeltaPlasticMult[i] = 0.;
+ Dres0DDeltaHatP[i] = DyieldDR[i]*H;
+ }
+ // res1
+ Dres1DDeltaEp = _I4;
+ STensorOperation::zero(Dres1DDeltaHatP);
+ for (int i=0; i< numberYield; i++)
+ {
+ STensorOperation::multSTensor43Add(DNpDsig[i],DsigDDeltaEp,-DeltaPlasticMult[i],Dres1DDeltaEp);
+ Dres1DDeltaPlasticMult[i] = Np[i];
+ Dres1DDeltaPlasticMult[i] *= (-1.);
+ Dres1DDeltaHatP.daxpy(DNpDR[i],-DeltaPlasticMult[i]*H);
+ }
+
+ // res2
+ STensorOperation::scale(sig,1./R0,Dres2DDeltaEp);
+ STensorOperation::multSTensor3STensor43Add(DeltaEp,DsigDDeltaEp,1./R0,Dres2DDeltaEp);
+ for (int i=0; i< numberYield; i++)
+ {
+ Dres2DDeltaPlasticMult[i] = 0.;
+ }
+ Dres2DDeltaHatP = -(R+H*DeltaHatP)/R0;
+ }
+};
+
+void mlawAnisotropicPlasticity::computeDResidual(const STensor3& DeltaEp, const std::vector<double>& DeltaPlasticMult, const double DeltaHatP, // unknown value
+ const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ const STensor43& DsigDEepr, const double H,
+ std::vector<STensor3>& Dres0DEepr, STensor43& Dres1DEepr, STensor3& Dres2DEepr) const
+{
+ int numberYield = getNumOfYieldSurfaces();
+ double R0 = _j2IH->getYield0();
+
+ static std::vector<double> yf(numberYield,0.);
+ static std::vector<STensor3> DyieldDsig(numberYield,STensor3(0.)) ;
+ static std::vector<double> DyieldDR(numberYield, 0);
+ yieldFunction(yf,sig,R,q0,q1,true,&DyieldDsig,&DyieldDR);
+ for (int i=0; i< numberYield; i++)
+ {
+ STensorOperation::multSTensor3STensor43(DyieldDsig[i],DsigDEepr,Dres0DEepr[i]);
+ }
+
+ static std::vector<STensor3> Np(numberYield,STensor3(0.));
+ static std::vector<STensor43> DNpDsig(numberYield,STensor43(0.));
+ static std::vector<STensor3> DNpDR(numberYield, STensor3(0.));
+ getYieldNormal(Np,sig,R,q0,q1,true,&DNpDsig,&DNpDR);
+ STensorOperation::zero(Dres1DEepr);
+ for (int i=0; i< numberYield; i++)
+ {
+ STensorOperation::multSTensor43Add(DNpDsig[i],DsigDEepr, -DeltaPlasticMult[i], Dres1DEepr);
+ }
+ // plastic energy balance
+ STensorOperation::multSTensor3STensor43(DeltaEp,DsigDEepr,Dres2DEepr);
+ Dres2DEepr *= (1./R0);
+};
+
+void mlawAnisotropicPlasticity::getResAndJacobian(fullVector<double>& res, fullMatrix<double>& J,
+ const std::vector<double>& res0, const STensor3& res1, const double& res2,
+ const std::vector<STensor3>& Dres0DDeltaEp, const STensor43& Dres1DDeltaEp, const STensor3& Dres2DDeltaEp,
+ const std::vector<double>& Dres0DDeltaPlasticMult, const std::vector<STensor3>& Dres1DDeltaPlasticMult, const std::vector<double>& Dres2DDeltaPlasticMult,
+ const std::vector<double>& Dres0DDeltaHatP, const STensor3& Dres1DDeltaHatP,const double& Dres2DDeltaHatP) const{
+ // unknown DeltaEp, DeltaPlasticMult_i, DeltaHatP
+ // phi_i = 0,
+ // DeltaEp - sum_i DeltaPlasticMult_i * N_i = 0,
+ // res2 = 0
+
+ int numberYield = getNumOfYieldSurfaces();
+ if (res.size() != 7+numberYield){
+ res.resize(7+numberYield);
+ J.resize(7+numberYield,7+numberYield);
+ }
+ // residual
+ for (int i=0; i< numberYield; i++)
+ {
+ res(i) = res0[i];
+ }
+ res(numberYield) = res1(0,0);
+ res(numberYield+1) = res1(1,1);
+ res(numberYield+2) = res1(2,2);
+ res(numberYield+3) = res1(0,1);
+ res(numberYield+4) = res1(0,2);
+ res(numberYield+5) = res1(1,2);
+ res(numberYield+6) = res2;
+
+ //
+ J.setAll(0.);
+ // jacobian for res0
+ for (int i=0; i< numberYield; i++)
+ {
+ J(i,0) = Dres0DDeltaEp[i](0,0);
+ J(i,1) = Dres0DDeltaEp[i](1,1);
+ J(i,2) = Dres0DDeltaEp[i](2,2);
+ J(i,3) = Dres0DDeltaEp[i](0,1)+Dres0DDeltaEp[i](1,0);
+ J(i,4) = Dres0DDeltaEp[i](0,2)+Dres0DDeltaEp[i](2,0);
+ J(i,5) = Dres0DDeltaEp[i](1,2)+Dres0DDeltaEp[i](2,1);
+ J(i,6+i) = Dres0DDeltaPlasticMult[i]; // no cross term in yield
+ J(i,6+numberYield) = Dres0DDeltaHatP[i];
+ }
+
+ // jacobian for res1
+ J(numberYield,0) = Dres1DDeltaEp(0,0,0,0);
+ J(numberYield,1) = Dres1DDeltaEp(0,0,1,1);
+ J(numberYield,2) = Dres1DDeltaEp(0,0,2,2);
+ J(numberYield,3) = Dres1DDeltaEp(0,0,0,1)+Dres1DDeltaEp(0,0,1,0);
+ J(numberYield,4) = Dres1DDeltaEp(0,0,0,2)+Dres1DDeltaEp(0,0,2,0);
+ J(numberYield,5) = Dres1DDeltaEp(0,0,1,2)+Dres1DDeltaEp(0,0,2,1);
+ for (int i=0; i< numberYield; i++)
+ {
+ J(numberYield,6+i) = Dres1DDeltaPlasticMult[i](0,0);
+ }
+ J(numberYield,6+numberYield) = Dres1DDeltaHatP(0,0);
+
+ J(numberYield+1,0) = Dres1DDeltaEp(1,1,0,0);
+ J(numberYield+1,1) = Dres1DDeltaEp(1,1,1,1);
+ J(numberYield+1,2) = Dres1DDeltaEp(1,1,2,2);
+ J(numberYield+1,3) = Dres1DDeltaEp(1,1,0,1)+Dres1DDeltaEp(1,1,1,0);
+ J(numberYield+1,4) = Dres1DDeltaEp(1,1,0,2)+Dres1DDeltaEp(1,1,2,0);
+ J(numberYield+1,5) = Dres1DDeltaEp(1,1,1,2)+Dres1DDeltaEp(1,1,2,1);
+ for (int i=0; i< numberYield; i++)
+ {
+ J(numberYield+1,6+i) = Dres1DDeltaPlasticMult[i](1,1);
+ }
+ J(numberYield+1,6+numberYield) = Dres1DDeltaHatP(1,1);
+
+ J(numberYield+2,0) = Dres1DDeltaEp(2,2,0,0);
+ J(numberYield+2,1) = Dres1DDeltaEp(2,2,1,1);
+ J(numberYield+2,2) = Dres1DDeltaEp(2,2,2,2);
+ J(numberYield+2,3) = Dres1DDeltaEp(2,2,0,1)+Dres1DDeltaEp(2,2,1,0);
+ J(numberYield+2,4) = Dres1DDeltaEp(2,2,0,2)+Dres1DDeltaEp(2,2,2,0);
+ J(numberYield+2,5) = Dres1DDeltaEp(2,2,1,2)+Dres1DDeltaEp(2,2,2,1);
+ for (int i=0; i< numberYield; i++)
+ {
+ J(numberYield+2,6+i) = Dres1DDeltaPlasticMult[i](2,2);
+ }
+ J(numberYield+2,6+numberYield) = Dres1DDeltaHatP(2,2);
+
+ J(numberYield+3,0) = Dres1DDeltaEp(0,1,0,0);
+ J(numberYield+3,1) = Dres1DDeltaEp(0,1,1,1);
+ J(numberYield+3,2) = Dres1DDeltaEp(0,1,2,2);
+ J(numberYield+3,3) = Dres1DDeltaEp(0,1,0,1)+Dres1DDeltaEp(0,1,1,0);
+ J(numberYield+3,4) = Dres1DDeltaEp(0,1,0,2)+Dres1DDeltaEp(0,1,2,0);
+ J(numberYield+3,5) = Dres1DDeltaEp(0,1,1,2)+Dres1DDeltaEp(0,1,2,1);
+ for (int i=0; i< numberYield; i++)
+ {
+ J(numberYield+3,6+i) = Dres1DDeltaPlasticMult[i](0,1);
+ }
+ J(numberYield+3,6+numberYield) = Dres1DDeltaHatP(0,1);
+
+ J(numberYield+4,0) = Dres1DDeltaEp(0,2,0,0);
+ J(numberYield+4,1) = Dres1DDeltaEp(0,2,1,1);
+ J(numberYield+4,2) = Dres1DDeltaEp(0,2,2,2);
+ J(numberYield+4,3) = Dres1DDeltaEp(0,2,0,1)+Dres1DDeltaEp(0,2,1,0);
+ J(numberYield+4,4) = Dres1DDeltaEp(0,2,0,2)+Dres1DDeltaEp(0,2,2,0);
+ J(numberYield+4,5) = Dres1DDeltaEp(0,2,1,2)+Dres1DDeltaEp(0,2,2,1);
+ for (int i=0; i< numberYield; i++)
+ {
+ J(numberYield+4,6+i) = Dres1DDeltaPlasticMult[i](0,2);
+ }
+ J(numberYield+4,6+numberYield) = Dres1DDeltaHatP(0,2);
+
+ J(numberYield+5,0) = Dres1DDeltaEp(1,2,0,0);
+ J(numberYield+5,1) = Dres1DDeltaEp(1,2,1,1);
+ J(numberYield+5,2) = Dres1DDeltaEp(1,2,2,2);
+ J(numberYield+5,3) = Dres1DDeltaEp(1,2,0,1)+Dres1DDeltaEp(1,2,1,0);
+ J(numberYield+5,4) = Dres1DDeltaEp(1,2,0,2)+Dres1DDeltaEp(1,2,2,0);
+ J(numberYield+5,5) = Dres1DDeltaEp(1,2,1,2)+Dres1DDeltaEp(1,2,2,1);
+ for (int i=0; i< numberYield; i++)
+ {
+ J(numberYield+5,6+i) = Dres1DDeltaPlasticMult[i](1,2);
+ }
+ J(numberYield+5,6+numberYield) = Dres1DDeltaHatP(1,2);
+
+ // jacobian for res2
+ J(numberYield+6,0) = Dres2DDeltaEp(0,0);
+ J(numberYield+6,1) = Dres2DDeltaEp(1,1);
+ J(numberYield+6,2) = Dres2DDeltaEp(2,2);
+ J(numberYield+6,3) = Dres2DDeltaEp(0,1)+Dres2DDeltaEp(1,0);
+ J(numberYield+6,4) = Dres2DDeltaEp(0,2)+Dres2DDeltaEp(2,0);
+ J(numberYield+6,5) = Dres2DDeltaEp(1,2)+Dres2DDeltaEp(2,1);
+ for (int i=0; i< numberYield; i++)
+ {
+ J(numberYield+6,6+i) = Dres2DDeltaPlasticMult[i];
+ }
+ J(numberYield+6,6+numberYield) = Dres2DDeltaHatP;
+
+ //res.print("res");
+ //J.print("jacobian");
+};
+
+bool mlawAnisotropicPlasticity::withPlastic(const STensor3& F, const STensor3& kcor, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1) const
+{
+ int numberYield= getNumOfYieldSurfaces();
+ if (numberYield > 1)
+ {
+ Msg::Error("multiple yield surface does not implemented in mlawAnisotropicPlasticity");
+ }
+ std::vector<double> yf(numberYield, 0);
+ if (_stressFormulation == CORO_KIRCHHOFF)
+ {
+ yieldFunction(yf, kcor, R, q0, q1);
+ }
+ else if (_stressFormulation == CORO_CAUCHY)
+ {
+ double J = STensorOperation::determinantSTensor3(F);
+ static STensor3 sig;
+ sig = kcor;
+ sig *= (1./J);
+ yieldFunction(yf, sig, R, q0, q1);
+ }
+ else
+ {
+ Msg::Error("stress formuation is not correctly defined in mlawAnisotropicPlasticity!!!");
+ return false;
+ }
+ return *(std::min_element(yf.begin(), yf.end())) > _tol;
+}
+
+
+void mlawAnisotropicPlasticity::constitutive(const STensor3& F0,
+ const STensor3& Fn,
+ STensor3 &P,
+ const IPVariable *q0,
+ IPVariable *q1,
+ STensor43 &Tangent,
+ const bool stiff,
+ STensor43* elasticTangent,
+ const bool dTangent,
+ STensor63* dCalgdeps
+ ) const
+{
+ const IPAnisotropicPlasticity* q0Ani= dynamic_cast<const IPAnisotropicPlasticity*>(q0);
+ IPAnisotropicPlasticity* q1Ani= dynamic_cast<IPAnisotropicPlasticity*>(q1);
+ static STensor43 dFpdF,dFedF;
+ static STensor3 dpdF;
+ bool ok = predictorCorector(F0,Fn,P,q0Ani,q1Ani,Tangent,dFpdF,dFedF,dpdF,stiff);
+}
+
+bool mlawAnisotropicPlasticity::predictorCorector(const STensor3& F0, // initial deformation gradient (input @ time n)
+ const STensor3& F, // updated deformation gradient (input @ time n+1)
+ STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
+ const IPAnisotropicPlasticity *q0, // array of initial internal variable
+ IPAnisotropicPlasticity *q, // updated array of internal variable (in ipvcur on output),
+ STensor43& Tangent, // mechanical tangents (output)
+ STensor43& dFpdF, // plastic tangent
+ STensor43& dFedF,
+ STensor3& dpdF,
+ const bool stiff
+ ) const
+{
+ const STensor3& Fp0 = q0->getConstRefToFp();
+ STensor3& Fp = q->getRefToFp();
+
+ double& eps = q->getRefToEquivalentPlasticStrain();
+ const double& eps0 = q0->getConstRefToEquivalentPlasticStrain();
+ // elastic predictor
+ Fp = Fp0;
+ eps = eps0;
+ static STensor3 invFp0, Fepr;
+ STensorOperation::inverseSTensor3(Fp0,invFp0);
+ STensorOperation::multSTensor3(F,invFp0,Fepr);
+
+ static STensor3 Fpinv, Fe, Ce;
+ Fpinv = invFp0;
+ Fe = Fepr;
+ STensorOperation::multSTensor3FirstTranspose(Fe,Fe,Ce);
+ // compute strain by logarithmic operator
+ static STensor43 Lpr; // dlogCepr/dCepr
+ static STensor63 dLDCe; // ddlogCepr/ddCepr
+ static STensor3 Eepr; // 0.5*log(Cepr)
+ if (_order == 1)
+ {
+ bool ok=STensorOperation::logSTensor3(Ce,_order,Eepr,&Lpr);
+ if(!ok)
+ {
+ P(0,0) = P(1,1) = P(2,2) = sqrt(-1.);
+ return false;
+ }
+ }
+ else
+ {
+ bool ok=STensorOperation::logSTensor3(Ce,_order,Eepr,&Lpr,&dLDCe);
+ if(!ok)
+ {
+ P(0,0) = P(1,1) = P(2,2) = sqrt(-1.);
+ return false;
+ }
+ }
+ Eepr *= 0.5;
+
+ static STensor43 L; // dlogCe/dCe
+ L = Lpr; // equal to dlogCepr/dCepr
+
+ STensor3& Ee = q->getRefToElasticDeformationTensor();
+ Ee = Eepr; // current elatic part of total strain
+
+ // compute corotational Kirchhoff stress
+ double pcorpr = _K*Ee.trace();
+ static STensor3 kcorpr, kcor;
+ kcorpr = Ee.dev();
+ kcorpr *= (2.*_mu);
+ kcorpr(0,0) += pcorpr;
+ kcorpr(1,1) += pcorpr;
+ kcorpr(2,2) += pcorpr;
+
+ kcor = kcorpr;
+
+ /* Test plasticity */
+ _j2IH->hardening(eps0, q0->getConstRefToIPJ2IsotropicHardening(),eps, q->getRefToIPJ2IsotropicHardening());
+ double R0 = _j2IH->getYield0();
+ double R = q->getConstRefToIPJ2IsotropicHardening().getR();
+ double H = q->getConstRefToIPJ2IsotropicHardening().getDR();
+
+ int nyield = getNumOfYieldSurfaces();
+ static STensor43 DFpDDeltaEp;
+ static fullVector<double> res(7+nyield), sol(7+nyield);
+ static fullMatrix<double> Jac(7+nyield,7+nyield);
+ double detF = 1.;
+ double detFinv = 1.;
+
+ static STensor3 DeltaEp;
+ STensorOperation::zero(DeltaEp);
+ static std::vector<double> DeltaPlasticMult(nyield);
+ for (int i=0; i< nyield; i++)
+ {
+ DeltaPlasticMult[i] = 0.;
+ }
+ double DeltaHatP = 0;
+
+ static STensor3 sig;
+ static STensor43 DsigDDeltaEp;
+ sig = kcor;
+ DsigDDeltaEp = _Cel;
+ DsigDDeltaEp *= (-1.);
+ if (_stressFormulation == CORO_CAUCHY)
+ {
+ // update with deformation Jacobian
+ detF = STensorOperation::determinantSTensor3(F);
+ detFinv = 1./detF;
+ sig *= detFinv;
+ DsigDDeltaEp *= detFinv;
+ }
+
+
+ if (q->dissipationIsBlocked())
+ {
+ q->getRefToDissipationActive() = false;
+ }
+ else
+ {
+ // corotational stress
+ if (withPlastic(F,kcor,R,q0,q))
+ {
+ // plastic occurs
+ q->getRefToDissipationActive() = true;
+ // plastic corrector
+ // unknowns
+
+
+
+ // static data
+ static std::vector<double> res0(nyield);
+ static std::vector<STensor3> Dres0DDeltaEp(nyield);
+ static std::vector<double> Dres0DDeltaPlasticMult(nyield);
+ static std::vector<double> Dres0DDeltaHatP(nyield);
+
+ static STensor3 res1;
+ static STensor43 Dres1DDeltaEp;
+ static std::vector<STensor3> Dres1DDeltaPlasticMult(nyield);
+ static STensor3 Dres1DDeltaHatP;
+
+ static double res2;
+ static STensor3 Dres2DDeltaEp;
+ static std::vector<double> Dres2DDeltaPlasticMult(nyield);
+ static double Dres2DDeltaHatP;
+
+ computeResidual(DeltaEp,DeltaPlasticMult,DeltaHatP,sig,R,q0,q,
+ res0,res1,res2,
+ true,DsigDDeltaEp,H,
+ Dres0DDeltaEp,Dres1DDeltaEp,Dres2DDeltaEp,
+ Dres0DDeltaPlasticMult,Dres1DDeltaPlasticMult,Dres2DDeltaPlasticMult,
+ Dres0DDeltaHatP, Dres1DDeltaHatP,Dres2DDeltaHatP);
+
+ // compute solution
+ getResAndJacobian(res,Jac,res0,res1,res2,
+ Dres0DDeltaEp,Dres1DDeltaEp,Dres2DDeltaEp,
+ Dres0DDeltaPlasticMult,Dres1DDeltaPlasticMult,Dres2DDeltaPlasticMult,
+ Dres0DDeltaHatP,Dres1DDeltaHatP,Dres2DDeltaHatP);
+ //Jac.print("Jac");
+ int ite = 0;
+ double f = res.norm();
+ // Start iterations
+ //Msg::Info("plastic corrector iter=%d f=%e",ite,f);
+ while(f > _tol or ite <1)
+ {
+
+ bool ok = Jac.luSolve(res,sol);
+
+ if (!ok)
+ {
+ Msg::Error("lu solve does not work in mlawAnisotropicPlasticity::predictorCorector!!!");
+ return false;
+ }
+ static STensor3 dDeltaEp;
+ dDeltaEp(0,0) = sol(0);
+ dDeltaEp(1,1) = sol(1);
+ dDeltaEp(2,2) = sol(2);
+ dDeltaEp(0,1) = sol(3);
+ dDeltaEp(1,0) = sol(3);
+ dDeltaEp(0,2) = sol(4);
+ dDeltaEp(2,0) = sol(4);
+ dDeltaEp(1,2) = sol(5);
+ dDeltaEp(2,1) = sol(5);
+
+ if (dDeltaEp.norm0() > 10.){
+ DeltaEp*=0.1;
+ }
+ else{
+ DeltaEp -= dDeltaEp;
+ }
+
+ for (int i=0; i< nyield; i++)
+ {
+ if (DeltaPlasticMult[i]-sol(6+i) <0.){
+ DeltaPlasticMult[i] *=0.1;
+ }
+ else{
+ DeltaPlasticMult[i] -= sol(6+i);
+ }
+ }
+
+ if (DeltaHatP-sol(6+nyield) < 0.){
+ DeltaHatP *= 0.1;
+ }
+ else{
+ DeltaHatP -= sol(6+nyield);
+ }
+
+ // update Kcor
+ // Kcor = Kcorpr - H:DeltaEp
+ kcor = kcorpr;
+ STensorOperation::multSTensor43STensor3Add(_Cel,DeltaEp,-1.,kcor);
+ STensorOperation::scale(kcor,detFinv,sig);
+
+
+ eps = eps0 + DeltaHatP;
+ _j2IH->hardening(eps0, q0->getConstRefToIPJ2IsotropicHardening(),eps, q->getRefToIPJ2IsotropicHardening());
+ // update internal variables
+ R = q->getConstRefToIPJ2IsotropicHardening().getR();
+ H = q->getConstRefToIPJ2IsotropicHardening().getDR();
+
+ computeResidual(DeltaEp,DeltaPlasticMult,DeltaHatP,sig,R,q0,q,
+ res0,res1,res2,
+ true,DsigDDeltaEp,H,
+ Dres0DDeltaEp,Dres1DDeltaEp,Dres2DDeltaEp,
+ Dres0DDeltaPlasticMult,Dres1DDeltaPlasticMult,Dres2DDeltaPlasticMult,
+ Dres0DDeltaHatP, Dres1DDeltaHatP,Dres2DDeltaHatP);
+
+ getResAndJacobian(res,Jac,res0,res1,res2,
+ Dres0DDeltaEp,Dres1DDeltaEp,Dres2DDeltaEp,
+ Dres0DDeltaPlasticMult,Dres1DDeltaPlasticMult,Dres2DDeltaPlasticMult,
+ Dres0DDeltaHatP,Dres1DDeltaHatP,Dres2DDeltaHatP);
+
+ f = res.norm();
+ //printf("iter = %d error = %e tol = %e \n ",ite,f,_tol);
+ if (f < _tol) break;
+
+ ite++;
+ if((ite > _maxite) or STensorOperation::isnan(f))
+ {
+ printf("no convergence for plastic correction with ite = %d maxite = %d norm = %e !!!\n", ite,_maxite,f);
+ return false;
+ }
+ }
+
+ // update plastic deformation
+ // Plastic increment
+ static STensor3 dFp;
+ static STensor43 Dexp;
+ // dFp = exp(DeltaEp)
+ STensorOperation::expSTensor3(DeltaEp,_order,dFp, &Dexp);
+ // Fp1 = dFp * Fp0
+ STensorOperation::multSTensor3(dFp,Fp0,Fp);
+ //
+ for (int i=0; i<3; i++)
+ {
+ for (int j=0; j<3; j++)
+ {
+ for (int p=0; p<3; p++)
+ {
+ for (int q=0; q<3; q++)
+ {
+ DFpDDeltaEp(i,j,p,q) = 0.;
+ for (int r=0; r<3; r++)
+ {
+ DFpDDeltaEp(i,j,p,q) += Dexp(i,r,p,q)*Fp0(r,j);
+ }
+ }
+ }
+ }
+ }
+
+ // Fe = F * Fp^-1
+ STensorOperation::inverseSTensor3(Fp, Fpinv);
+ STensorOperation::multSTensor3(F,Fpinv,Fe);
+ // Ce = Fe^T * Fe
+ STensorOperation::multSTensor3FirstTranspose(Fe,Fe,Ce);
+ // Ee = ln(sqrt(Ce))
+ if (_order == 1)
+ {
+ bool ok=STensorOperation::logSTensor3(Ce,_order,Ee,&L);
+ if(!ok)
+ {
+ P(0,0) = P(1,1) = P(2,2) = sqrt(-1.);
+ return false;
+ }
+ }
+ else
+ {
+ bool ok=STensorOperation::logSTensor3(Ce,_order,Ee,&L,&dLDCe);
+ if(!ok)
+ {
+ P(0,0) = P(1,1) = P(2,2) = sqrt(-1.);
+ return false;
+ }
+ }
+ Ee *= 0.5;
+ }
+ else
+ {
+ q->getRefToDissipationActive() = false;
+ }
+ }
+
+ // estimation of PK stress
+ static STensor3 S, FeS;
+ STensorOperation::multSTensor3STensor43(kcor,L,S);
+ STensorOperation::multSTensor3(Fe,S,FeS);
+ STensorOperation::multSTensor3SecondTranspose(FeS,Fpinv,P);
+
+ // elastic energy
+ q->getRefToElasticEnergy()= this->deformationEnergy(Ce);
+ // plastic energy
+ q->getRefToPlasticEnergy() = q0->plasticEnergy();
+ q->getRefToPlasticPower() = 0.;
+ // plastic power (Wp1- Wp0)/dt
+ if (eps-eps0 > 0.){
+ q->getRefToPlasticEnergy() += DeltaHatP*R;
+ q->getRefToPlasticPower() = DeltaHatP/this->getTimeStep();
+ }
+
+ // irreversible energy
+ if (this->getMacroSolver()->getPathFollowingLocalIncrementType() == pathFollowingManager::DEFO_ENERGY){
+ //
+ q->getRefToIrreversibleEnergy() = q->defoEnergy();
+ }
+ else if ((this->getMacroSolver()->getPathFollowingLocalIncrementType() == pathFollowingManager::PLASTIC_ENERGY) or
+ (this->getMacroSolver()->getPathFollowingLocalIncrementType() == pathFollowingManager::DISSIPATION_ENERGY)) {
+ q->getRefToIrreversibleEnergy() = q->plasticEnergy();
+ }
+ else{
+ q->getRefToIrreversibleEnergy() = 0.;
+ }
+
+ if (stiff)
+ {
+
+ if (_tangentByPerturbation)
+ {
+ static STensor3 plusF, plusP, plusFe, plusFpinv;
+ static STensor43 tmp43;
+ static IPAnisotropicPlasticity qTmp(*q0);
+
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ plusF = F;
+ plusF(k,l) += _perturbationfactor;
+ this->constitutive(F0,plusF,plusP,q0,&qTmp,tmp43,false);
+ STensorOperation::inverseSTensor3(qTmp._j2lepsp,plusFpinv);
+ STensorOperation::multSTensor3(plusF,plusFpinv,plusFe);
+
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ Tangent(i,j,k,l) = (plusP(i,j) - P(i,j))/_perturbationfactor;
+ dFpdF(i,j,k,l) = (qTmp._j2lepsp(i,j) - q->_j2lepsp(i,j))/_perturbationfactor;
+ dFedF(i,j,k,l) = (plusFe(i,j) - Fe(i,j))/_perturbationfactor;
+ }
+ }
+
+ dpdF(k,l) = (qTmp._j2lepspbarre - eps)/_perturbationfactor;
+ q->getRefToDIrreversibleEnergyDF()(k,l) = (qTmp.irreversibleEnergy() - q->irreversibleEnergy())/_perturbationfactor;
+ }
+ }
+
+ STensor3& dplasticpowerDF = q->getRefToDPlasticPowerDF();
+ dplasticpowerDF = dpdF;
+ dplasticpowerDF *= (R+H*(eps-eps0))/this->getTimeStep();
+ }
+ else
+ {
+ static STensor43 DKcorDEepr, DFpDEepr;
+ DKcorDEepr = _Cel;
+ STensorOperation::zero(DFpDEepr);
+ if (q->dissipationIsActive())
+ {
+ /* Compute internal variables derivatives from residual derivatives */
+ static std::vector<STensor3> Dres0DEepr(nyield);
+ static STensor43 Dres1DEepr;
+ static STensor3 Dres2DEepr;
+
+ // Kcor = Kcorpr - Cel:DeltaEp,
+ // DkcorDEepr = DKcorprDEepr
+ // sig = Kcor*invdetF
+ static STensor43 correctedDsigDEepr;
+ STensorOperation::scale(_Cel,detFinv,correctedDsigDEepr);
+ if (_stressFormulation == CORO_CAUCHY)
+ {
+ // J = Jepr*Jppr --> ln(J) = tr(Eepr) + ln(ppr) --> DJDEepr = J*I
+ static STensor3 DdetFDEepr;
+ STensorOperation::diag(DdetFDEepr,detF);
+ STensorOperation::prodAdd(kcor,DdetFDEepr,-detFinv*detFinv,correctedDsigDEepr);
+ }
+ computeDResidual(DeltaEp,DeltaPlasticMult,DeltaHatP,sig, R,q0,q,correctedDsigDEepr, H,
+ Dres0DEepr,Dres1DEepr,Dres2DEepr);
+
+ static STensor43 DDeltaEPDEepr;
+ static STensor3 DDeltaHatPDEepr;
+
+ fullMatrix<double> invJac(8,8);
+ bool isInverted = Jac.invert(invJac);
+ if (!isInverted)
+ {
+ Msg::Error("Jacobian cannot be inverted");
+ return false;
+ }
+ for(int i=0; i<3; i++)
+ {
+ for(int j=0; j<3; j++)
+ {
+ for (int k=0; k< nyield; k++)
+ {
+ res(k) = -Dres0DEepr[k](i,j);
+ }
+ res(nyield) = -Dres1DEepr(0,0,i,j);
+ res(nyield+1) = -Dres1DEepr(1,1,i,j);
+ res(nyield+2) = -Dres1DEepr(2,2,i,j);
+ res(nyield+3) = -Dres1DEepr(0,1,i,j);
+ res(nyield+4) = -Dres1DEepr(0,2,i,j);
+ res(nyield+5) = -Dres1DEepr(1,2,i,j);
+ res(nyield+6) = -Dres2DEepr(i,j);
+ invJac.mult(res,sol);
+ DDeltaEPDEepr(0,0,i,j) = sol(0);
+ DDeltaEPDEepr(1,1,i,j) = sol(1);
+ DDeltaEPDEepr(2,2,i,j) = sol(2);
+ DDeltaEPDEepr(0,1,i,j) = sol(3);
+ DDeltaEPDEepr(1,0,i,j) = sol(3);
+ DDeltaEPDEepr(0,2,i,j) = sol(4);
+ DDeltaEPDEepr(2,0,i,j) = sol(4);
+ DDeltaEPDEepr(1,2,i,j) = sol(5);
+ DDeltaEPDEepr(2,1,i,j) = sol(5);
+ DDeltaHatPDEepr(i,j) = sol(6+nyield);
+ }
+ }
+
+ // compute tangents
+ // kcor = kcorpr - H:DeltaEp
+
+ STensorOperation::multSTensor43Add(_Cel,DDeltaEPDEepr,-1.,DKcorDEepr);
+ // Fp = exp(DeltaEp)*Fp0
+ STensorOperation::multSTensor43(DFpDDeltaEp,DDeltaEPDEepr,DFpDEepr);
+
+ // plastic energy DplasticEnegy = R*DeltaHatP
+ STensor3& DplasticEnergyDF = q->getRefToDPlasticEnergyDF();
+ STensorOperation::scale(DDeltaHatPDEepr,H*DeltaHatP+R,DplasticEnergyDF);
+ }
+
+ static STensor43 EprToF;
+ 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++){
+ EprToF(i,j,k,l) = 0.;
+ for (int p=0; p<3; p++){
+ for (int q=0; q<3; q++){
+ EprToF(i,j,k,l) += Lpr(i,j,p,q)*Fepr(k,p)*invFp0(l,q);
+ }
+ }
+ }
+ }
+ }
+ }
+
+ tangentComputation(Tangent, q->dissipationIsActive(), F, kcor, S, Fepr, Fp0, Lpr,
+ Fe, Fp, L, dLDCe,
+ DKcorDEepr, DFpDEepr, EprToF, Fpinv);
+
+
+ //update tangent of plastic energy
+ static STensor3 DplEnergyDEpr;
+ DplEnergyDEpr = q->getConstRefToDPlasticEnergyDF();
+ STensor3& DplEnergyDF = q->getRefToDPlasticEnergyDF();
+ STensorOperation::multSTensor3STensor43(DplEnergyDEpr,EprToF,DplEnergyDF);
+
+ if (this->getMacroSolver()->withPathFollowing()){
+ // irreversible energy
+ if ((this->getMacroSolver()->getPathFollowingLocalIncrementType() == pathFollowingManager::PLASTIC_ENERGY) or
+ (this->getMacroSolver()->getPathFollowingLocalIncrementType() == pathFollowingManager::DISSIPATION_ENERGY)) {
+ q->getRefToDIrreversibleEnergyDF() = q->getConstRefToDPlasticEnergyDF();
+ }
+ else{
+ Msg::Error("Path following method is only contructed with dissipation based on plastic energy");
+ }
+ };
+ }
+ }
+ return true;
+};
+
+
+void mlawAnisotropicPlasticity::tangentComputation(STensor43& dStressDF,
+ const bool plastic,
+ const STensor3& F, // current F
+ const STensor3& corKir, // cor Kir
+ const STensor3& S, // second PK
+ const STensor3& Fepr, const STensor3& Fppr, // predictor
+ const STensor43& Lpr,
+ const STensor3& Fe, const STensor3& Fp, // corrector
+ const STensor43& L, const STensor63& dL, // corrector value
+ const STensor43& DcorKirDEepr,
+ const STensor43& dFpDEepr,
+ const STensor43& EprToF, const STensor3& Fpinv
+ ) const{
+ // P = Fe. (Kcor:Le) . invFp
+ // need to compute dFedF, dKcordF, dinvFpdF, dLedF
+
+ static STensor43 DcorKirDF, dFpdF;
+ STensorOperation::multSTensor43(DcorKirDEepr,EprToF,DcorKirDF);
+ if (plastic){
+ STensorOperation::multSTensor43(dFpDEepr,EprToF,dFpdF);
+ }
+ else{
+ STensorOperation::zero(dFpdF);
+ }
+
+ // done DcorKirDF, DFpDF
+
+ static STensor43 DinvFpdF;
+ STensorOperation::zero(DinvFpdF);
+ if (plastic){
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int p=0; p<3; p++){
+ for (int q=0; q<3; q++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ DinvFpdF(i,j,k,l) -= Fpinv(i,p)*dFpdF(p,q,k,l)*Fpinv(q,j);
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+
+ static STensor43 dFedF;
+ STensorOperation::zero(dFedF);
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int k=0; k<3; k++){
+ dFedF(i,j,i,k) += Fpinv(k,j);
+ if (plastic){
+ for (int l=0; l<3; l++){
+ for (int p=0; p<3; p++){
+ dFedF(i,j,k,l) += F(i,p)*DinvFpdF(p,j,k,l);
+ }
+ }
+ }
+ }
+ }
+ }
+ static STensor63 DLDF;
+ STensorOperation::zero(DLDF);
+ 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 r=0; r<3; r++){
+ for (int s=0; s<3; s++){
+ for (int a=0; a<3; a++){
+ for (int p=0; p<3; p++){
+ for (int q=0; q<3; q++){
+ DLDF(i,j,k,l,p,q) += dL(i,j,k,l,r,s)*2.*Fe(a,r)*dFedF(a,s,p,q);
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+ }
+ //
+
+ static STensor43 DSDF; // S = corKir:L
+ STensorOperation::zero(DSDF);
+ for (int i=0; i<3; i++){
+ for (int j=0; j<3; j++){
+ for (int r=0; r<3; r++){
+ for (int s=0; s<3; s++){
+ for (int k=0; k<3; k++){
+ for (int l=0; l<3; l++){
+ DSDF(i,j,k,l) += DcorKirDF(r,s,k,l)*L(r,s,i,j) + corKir(r,s)*DLDF(r,s,i,j,k,l);
+ }
+ }
+ }
+ }
+ }
+ }
+
+
+ // compute mechanical tengent
+ STensorOperation::zero(dStressDF);
+ 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++){
+ dStressDF(i,j,p,q) += (dFedF(i,k,p,q)*S(k,l)*Fpinv(j,l) + Fe(i,k)*DSDF(k,l,p,q)*Fpinv(j,l)+Fe(i,k)*S(k,l)*DinvFpdF(j,l,p,q));
+ }
+ }
+ }
+ }
+ }
+ }
+}
+
+
+mlawAnisotropicPlasticityJ2::mlawAnisotropicPlasticityJ2(const int num,const double E,const double nu, const double rho,const J2IsotropicHardening &_j2IH,const double tol,
+ const bool matrixbyPerturbation, const double pert):
+ mlawAnisotropicPlasticity(num, E, nu, rho, _j2IH, tol, matrixbyPerturbation,pert)
+{
+};
+mlawAnisotropicPlasticityJ2::mlawAnisotropicPlasticityJ2(const mlawAnisotropicPlasticityJ2 &source): mlawAnisotropicPlasticity(source){};
+mlawAnisotropicPlasticityJ2& mlawAnisotropicPlasticityJ2::operator=(const materialLaw &source)
+{
+ mlawAnisotropicPlasticity::operator =(source);
+
+ return *this;
+}
+
+void mlawAnisotropicPlasticityJ2::yieldFunction(std::vector<double>& yf, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff, std::vector<STensor3>* DFDsig, std::vector<double>* DFDR) const
+{
+ double R0 = _j2IH->getYield0();
+ STensor3 s = sig.dev();
+ double sigEq = sqrt(1.5*s.dotprod());
+ yf.resize(1);
+ yf[0] = (sigEq - R)/R0;
+ if (diff)
+ {
+ STensorOperation::scale(s, 1.5/(sigEq*R0), (*DFDsig)[0]);
+ (*DFDR)[0] = -1./R0;
+ }
+};
+void mlawAnisotropicPlasticityJ2::getYieldNormal(std::vector<STensor3>& Np, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff, std::vector<STensor43>* DNpDsig, std::vector<STensor3>* DNpDR) const
+{
+ int numberYield = getNumOfYieldSurfaces();
+ double R0 = _j2IH->getYield0();
+ STensor3 s = sig.dev();
+ STensorOperation::scale(s, 1.5/R, Np[0]);
+ if (diff)
+ {
+ STensorOperation::scale(_I4dev, 1.5/R, (*DNpDsig)[0]);
+ STensorOperation::scale(s, -1.5/(R*R), (*DNpDR)[0]);
+ }
+};
+
+mlawAnisotropicPlasticityHill48::mlawAnisotropicPlasticityHill48(const int num,const double E,const double nu, const double rho,const J2IsotropicHardening &_j2IH,
+ const double tol,
+ const bool matrixbyPerturbation, const double pert):
+ mlawAnisotropicPlasticity(num, E, nu, rho, _j2IH, tol, matrixbyPerturbation,pert)
+{
+ STensorOperation::zero(_aniM);
+};
+mlawAnisotropicPlasticityHill48::mlawAnisotropicPlasticityHill48(const mlawAnisotropicPlasticityHill48 &source): mlawAnisotropicPlasticity(source), _aniM(source._aniM){};
+mlawAnisotropicPlasticityHill48& mlawAnisotropicPlasticityHill48::operator=(const materialLaw &source)
+{
+ mlawAnisotropicPlasticity::operator =(source);
+ const mlawAnisotropicPlasticityHill48* psrc = dynamic_cast<const mlawAnisotropicPlasticityHill48*>(&source);
+ if (psrc != NULL)
+ {
+ _aniM = psrc->_aniM;
+ }
+
+ return *this;
+}
+
+void mlawAnisotropicPlasticityHill48::setYieldParameters(const std::vector<double>& Mvec)
+{
+ if (Mvec.size() != 6)
+ {
+ Msg::Error("Hill48 requires 6 parameters to define yield surface");
+ }
+ STensorOperation::zero(_aniM);
+
+ Msg::Info("-----\nHill parameters");
+ for (int i=0; i< Mvec.size(); i++)
+ {
+ printf("%.16g ", Mvec[i]);
+ }
+ Msg::Info("\n------");
+
+ // LL, TT, NN, LT, LN, TN
+
+ // [F, G, H, L, M, N] = Mvec
+ // sigEq**2 = 1.5*(F*s00**2 +G*s11**2+ H*s22**2 + 2L*s01**2 + 2M*s02**2 + 2N*s12**2 ) = 1.5*s:_aniM:s
+
+ _aniM(0,0,0,0) = Mvec[0];
+ _aniM(1,1,1,1) = Mvec[1];
+ _aniM(2,2,2,2) = Mvec[2];
+
+ _aniM(1,0,1,0) = Mvec[3]*0.5;
+ _aniM(0,1,0,1) = Mvec[3]*0.5;
+ _aniM(0,1,1,0) = Mvec[3]*0.5;
+ _aniM(1,0,0,1) = Mvec[3]*0.5;
+
+ _aniM(2,0,2,0) = Mvec[4]*0.5;
+ _aniM(0,2,2,0) = Mvec[4]*0.5;
+ _aniM(0,2,0,2) = Mvec[4]*0.5;
+ _aniM(2,0,0,2) = Mvec[4]*0.5;
+
+
+ _aniM(2,1,2,1) = Mvec[5]*0.5;
+ _aniM(1,2,1,2) = Mvec[5]*0.5;
+ _aniM(1,2,2,1) = Mvec[5]*0.5;
+ _aniM(2,1,1,2) = Mvec[5]*0.5;
+}
+
+void mlawAnisotropicPlasticityHill48::yieldFunction(std::vector<double>& yf, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff, std::vector<STensor3>* DFDsig, std::vector<double>* DFDR) const
+{
+ double R0 = _j2IH->getYield0();
+ static STensor3 s, Ms;
+ s = sig.dev();
+ STensorOperation::multSTensor43STensor3(_aniM,s,Ms);
+ double sigEq = sqrt(1.5*STensorOperation::doubledot(s,Ms));
+ yf.resize(1);
+ yf[0] = (sigEq - R)/R0;
+ if (diff)
+ {
+ STensorOperation::multSTensor3STensor43(Ms,_I4dev, (*DFDsig)[0]);
+ (*DFDsig)[0] *= (1.5/(sigEq*R0));
+ (*DFDR)[0] = -1./R0;
+ }
+};
+void mlawAnisotropicPlasticityHill48::getYieldNormal(std::vector<STensor3>& Np, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff, std::vector<STensor43>* DNpDsig, std::vector<STensor3>* DNpDR) const
+{
+ int numberYield = getNumOfYieldSurfaces();
+ double R0 = _j2IH->getYield0();
+ static STensor3 s, Ms;
+ s = sig.dev();
+ STensorOperation::multSTensor43STensor3(_aniM,s,Ms);
+ STensorOperation::multSTensor3STensor43(Ms,_I4dev, Np[0]);
+ Np[0]*= (1.5/R0);
+ if (diff)
+ {
+ static STensor43 tmp;
+ STensorOperation::multSTensor43(_aniM,_I4dev, tmp);
+ STensorOperation::multSTensor43(_I4dev,tmp,(*DNpDsig)[0]);
+ (*DNpDsig)[0]*= (1.5/R0);
+ STensorOperation::zero((*DNpDR)[0]);
+ }
+};
\ No newline at end of file
diff --git a/NonLinearSolver/materialLaw/mlawAnisotropicPlasticity.h b/NonLinearSolver/materialLaw/mlawAnisotropicPlasticity.h
new file mode 100644
index 0000000000000000000000000000000000000000..6d7211abace9f085c9d008ea5cc57fd3f5a6eba7
--- /dev/null
+++ b/NonLinearSolver/materialLaw/mlawAnisotropicPlasticity.h
@@ -0,0 +1,195 @@
+//
+// C++ Interface: material law
+//
+// Description: material law for plastic anisotropy
+//
+// Author: <V.D. Nguyen>, (C) 2023
+//
+// Copyright: See COPYING file that comes with this distribution
+//
+//
+
+#ifndef MLAWANISOTROPICPLASTICITY_H_
+#define MLAWANISOTROPICPLASTICITY_H_
+
+#include "mlaw.h"
+#include "STensor3.h"
+#include "STensor43.h"
+#include "ipAnisotropicPlasticity.h"
+
+
+class mlawAnisotropicPlasticity : public materialLaw
+{
+ public:
+ enum stressFormulation{ CORO_CAUCHY = 0, // cauchy stress in yield surface
+ CORO_KIRCHHOFF = 1 // Kirchhoff stress in yield surface
+ };
+ protected:
+ J2IsotropicHardening *_j2IH;
+ // can't be const due to operator= constructor (HOW TO CHANGE THIS ??)
+ 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; // tolerance for iterative process
+ int _maxite;
+ double _perturbationfactor; // perturbation factor
+ bool _tangentByPerturbation; // flag for tangent by perturbation
+ STensor43 _Cel, _I4, _I4dev; // elastic hook tensor
+ int _order;
+ stressFormulation _stressFormulation;
+
+ public:
+ mlawAnisotropicPlasticity(const int num,const double E,const double nu, const double rho,const J2IsotropicHardening &_j2IH,const double tol=1.e-6,
+ const bool matrixbyPerturbation = false, const double pert = 1e-8);
+ #ifndef SWIG
+ mlawAnisotropicPlasticity(const mlawAnisotropicPlasticity &source);
+ mlawAnisotropicPlasticity& operator=(const materialLaw &source);
+
+ virtual ~mlawAnisotropicPlasticity();
+
+ virtual bool withEnergyDissipation() const {return true;};
+ // function of materialLaw
+ virtual materialLaw* clone() const =0;
+ virtual matname getType() const = 0;
+ virtual void setYieldParameters(const std::vector<double>& params)=0;
+ virtual void checkInternalState(IPVariable* ipv, const IPVariable* ipvprev) const{};
+ virtual void createIPState(IPStateBase* &ips,bool hasBodyForce, 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 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 const J2IsotropicHardening * getJ2IsotropicHardening() const {return _j2IH;}
+ void setStressFormulation(int s);
+ virtual void setStrainOrder(const int i) {_order = i; Msg::Info("order %d is used to approximate log and exp operator ",_order);};
+ // 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 IPVariable *q0, // array of initial internal variable
+ IPVariable *q1, // updated array of internal variable (in ipvcur on output),
+ STensor43 &Tangent, // constitutive tangents (output)
+ const bool stiff, // if true compute the tangents
+ STensor43* elasticTangent = NULL,
+ const bool dTangent =false,
+ STensor63* dCalgdeps = NULL
+ ) const;
+ protected:
+ virtual int getNumOfYieldSurfaces() const {return 1;}
+ double deformationEnergy(const STensor3 &C) const ;
+ virtual bool withPlastic(const STensor3& F, const STensor3& kcor, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1) const;
+ virtual void yieldFunction(std::vector<double>& yf, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff=false, std::vector<STensor3>* DFDsig=NULL, std::vector<double>* DFDR=NULL) const=0;
+ virtual void getYieldNormal(std::vector<STensor3>& Np, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff=false, std::vector<STensor43>* DNpDsig=NULL, std::vector<STensor3>* DNpDR=NULL) const=0;
+ virtual void computeResidual(const STensor3& DeltaEp, std::vector<double>& DeltaPlasticMult, const double DeltaHatP, // unknown value
+ const STensor3& sig, const double R,
+ const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ std::vector<double>& res0, STensor3& res1, double& res2,
+ bool stiff,
+ const STensor43& DsigDDeltaEp, const double H,
+ std::vector<STensor3>& Dres0DDeltaEp, STensor43& Dres1DDeltaEp, STensor3& Dres2DDeltaEp,
+ std::vector<double>& Dres0DDeltaPlasticMult, std::vector<STensor3>& Dres1DDeltaPlasticMult, std::vector<double>& Dres2DDeltaPlasticMult,
+ std::vector<double>& Dres0DDeltaHatP, STensor3& Dres1DDeltaHatP, double& Dres2DDeltaHatP) const;
+ virtual void computeDResidual(const STensor3& DeltaEp, const std::vector<double>& DeltaPlasticMult, const double DeltaHatP, // unknown value
+ const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ const STensor43& DsigDEepr, const double H,
+ std::vector<STensor3>& Dres0DEepr, STensor43& Dres1DEepr, STensor3& Dres2DEepr) const;
+
+ virtual void getResAndJacobian(fullVector<double>& res, fullMatrix<double>& J,
+ const std::vector<double>& res0, const STensor3& res1, const double& res2,
+ const std::vector<STensor3>& Dres0DDeltaEp, const STensor43& Dres1DDeltaEp, const STensor3& Dres2DDeltaEp,
+ const std::vector<double>& Dres0DDeltaPlasticMult, const std::vector<STensor3>& Dres1DDeltaPlasticMult, const std::vector<double>& Dres2DDeltaPlasticMult,
+ const std::vector<double>& Dres0DDeltaHatP, const STensor3& Dres1DDeltaHatP,const double& Dres2DDeltaHatP) const;
+
+ virtual void tangentComputation(STensor43& dStressDF,
+ const bool plastic,
+ const STensor3& F, // current F
+ const STensor3& corKir, // cor Kir
+ const STensor3& S, // second PK
+ const STensor3& Fepr, const STensor3& Fppr, // predictor
+ const STensor43& Lpr,
+ const STensor3& Fe, const STensor3& Fp, // corrector
+ const STensor43& L, const STensor63& dL, // corrector value
+ const STensor43& DcorKirDEepr,
+ const STensor43& dFpDEepr,
+ const STensor43& EprToF, const STensor3& Fpinv
+ ) const;
+
+ virtual bool predictorCorector(const STensor3& F0, // initial deformation gradient (input @ time n)
+ const STensor3& F, // updated deformation gradient (input @ time n+1)
+ STensor3 &P, // updated 1st Piola-Kirchhoff stress tensor (output)
+ const IPAnisotropicPlasticity *q0, // array of initial internal variable
+ IPAnisotropicPlasticity *q, // updated array of internal variable (in ipvcur on output),
+
+ STensor43& Tangent, // mechanical tangents (output)
+ STensor43& dFpdF, // plastic tangent
+ STensor43& dFedF,
+ STensor3& dpdF,
+ const bool stiff
+ ) const;
+ #endif // SWIG
+};
+
+
+class mlawAnisotropicPlasticityJ2 : public mlawAnisotropicPlasticity
+{
+ // to test the implementation
+ public:
+ mlawAnisotropicPlasticityJ2(const int num,const double E,const double nu, const double rho,const J2IsotropicHardening &_j2IH,const double tol=1.e-6,
+ const bool matrixbyPerturbation = false, const double pert = 1e-8);
+ #ifndef SWIG
+ mlawAnisotropicPlasticityJ2(const mlawAnisotropicPlasticityJ2 &source);
+ mlawAnisotropicPlasticityJ2& operator=(const materialLaw &source);
+ virtual ~mlawAnisotropicPlasticityJ2(){};
+ virtual materialLaw* clone() const {return new mlawAnisotropicPlasticityJ2(*this);};
+ // function of materialLaw
+ virtual matname getType() const {return materialLaw::J2;};
+ virtual void setYieldParameters(const std::vector<double>& params){};
+
+ virtual void yieldFunction(std::vector<double>& yf, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff=false, std::vector<STensor3>* DFDsig=NULL, std::vector<double>* DFDR=NULL) const;
+ virtual void getYieldNormal(std::vector<STensor3>& Np, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff=false, std::vector<STensor43>* DNpDsig=NULL, std::vector<STensor3>* DNpDR=NULL) const;
+ #endif // SWIG
+};
+
+
+
+class mlawAnisotropicPlasticityHill48 : public mlawAnisotropicPlasticity
+{
+ protected:
+ STensor43 _aniM;
+ public:
+ mlawAnisotropicPlasticityHill48(const int num,const double E,const double nu, const double rho,const J2IsotropicHardening &_j2IH, const double tol=1.e-6,
+ const bool matrixbyPerturbation = false, const double pert = 1e-8);
+ #ifndef SWIG
+ mlawAnisotropicPlasticityHill48(const mlawAnisotropicPlasticityHill48 &source);
+ mlawAnisotropicPlasticityHill48& operator=(const materialLaw &source);
+ virtual ~mlawAnisotropicPlasticityHill48(){};
+ virtual materialLaw* clone() const {return new mlawAnisotropicPlasticityHill48(*this);};
+ // function of materialLaw
+ virtual matname getType() const {return materialLaw::Hill48;};
+ virtual void setYieldParameters(const std::vector<double>& params);
+
+ virtual void yieldFunction(std::vector<double>& yf, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff=false, std::vector<STensor3>* DFDsig=NULL, std::vector<double>* DFDR=NULL) const;
+ virtual void getYieldNormal(std::vector<STensor3>& Np, const STensor3& sig, const double R, const IPAnisotropicPlasticity* q0, const IPAnisotropicPlasticity* q1,
+ bool diff=false, std::vector<STensor43>* DNpDsig=NULL, std::vector<STensor3>* DNpDR=NULL) const;
+ #endif // SWIG
+};
+
+
+
+#endif //MLAWANISOTROPICPLASTICITY_H_
\ No newline at end of file
diff --git a/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.cpp b/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.cpp
index 6ddf3ab644e42b010a8f2889d3d161a9a9cd67b0..d841280a80ff278f0c3788aef56888f0a32a5d64 100644
--- a/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.cpp
+++ b/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.cpp
@@ -481,7 +481,7 @@ void mlawJ2FullyCoupledThermoMechanics::predictorCorector(const STensor3& F0,
ite++;
if(ite > maxite)
{
- Msg::Error("No convergence for plastic correction in j2linear !!");
+ Msg::Error("No convergence for plastic correction in J2 !!");
break;
}
}
diff --git a/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.h b/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.h
index a88fca24f2e62ca257acfe87f7e9e885eb514f73..50783c8fe61e05ffea2a11c29887aa2039f9ec3c 100644
--- a/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.h
+++ b/NonLinearSolver/materialLaw/mlawJ2FullyCoupledThermoMechanics.h
@@ -132,7 +132,7 @@ class mlawJ2FullyCoupledThermoMechanics : public materialLaw {
void setStrainOrder(const int i){_order = i;};
void setTaylorQuineyFactor(const double f){_TaylorQuineyFactor = f;};
- virtual matname getType() const{return materialLaw::j2linear;}
+ virtual matname getType() const{return materialLaw::J2;}
virtual void createIPState(IPStateBase* &ips,bool hasBodyForce, 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){};
virtual double soundSpeed() const;
diff --git a/NonLinearSolver/materialLaw/mlawJ2VMSmallStrain.h b/NonLinearSolver/materialLaw/mlawJ2VMSmallStrain.h
index e8ee5520238f6fa1d81651dce5702e04e51d47ad..6206958b5ae9a49a2d7c8916ceb011147ae6d177 100644
--- a/NonLinearSolver/materialLaw/mlawJ2VMSmallStrain.h
+++ b/NonLinearSolver/materialLaw/mlawJ2VMSmallStrain.h
@@ -52,7 +52,7 @@ class mlawJ2VMSmallStrain : public materialLaw {
if (_j2IH != NULL) delete _j2IH;
_j2IH = isoHard.clone();
}
- virtual matname getType() const{return materialLaw::j2linear;}
+ virtual matname getType() const{return materialLaw::J2;}
virtual void createIPState(IPStateBase* &ips, bool hasBodyForce, 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){};
virtual double soundSpeed() const;
diff --git a/NonLinearSolver/materialLaw/mlawJ2linear.cpp b/NonLinearSolver/materialLaw/mlawJ2linear.cpp
index f865ac2ae6d99b4058d309d392a95030c6cb48a3..d7985600b9df3161bbe66b20f9ed3901c1b51bf0 100644
--- a/NonLinearSolver/materialLaw/mlawJ2linear.cpp
+++ b/NonLinearSolver/materialLaw/mlawJ2linear.cpp
@@ -516,7 +516,7 @@ void mlawJ2linear::predictorCorector(const STensor3& F0, // initial defo
ite++;
if(ite > maxite)
{
- Msg::Error("No convergence for plastic correction in j2linear !! VMcriterion/sy0 = %e",VMcriterion/Sy0);
+ Msg::Error("No convergence for plastic correction in J2 !! VMcriterion/sy0 = %e",VMcriterion/Sy0);
//q->operator =(*dynamic_cast<const IPVariable*>(q0));
P(0,0) = P(1,1) = P(2,2) = sqrt(-1.);
return;
diff --git a/NonLinearSolver/materialLaw/mlawJ2linear.h b/NonLinearSolver/materialLaw/mlawJ2linear.h
index 5af4a6426fb40128f30036e0860d117ec4932242..106157a6fe8d1fbcd77576d331b5bb21ae69c367 100644
--- a/NonLinearSolver/materialLaw/mlawJ2linear.h
+++ b/NonLinearSolver/materialLaw/mlawJ2linear.h
@@ -64,7 +64,7 @@ class mlawJ2linear : public materialLaw
virtual materialLaw* clone() const {return new mlawJ2linear(*this);};
virtual bool withEnergyDissipation() const {return true;};
// function of materialLaw
- virtual matname getType() const{return materialLaw::j2linear;}
+ virtual matname getType() const{return materialLaw::J2;}
virtual void createIPState(IPStateBase* &ips,bool hasBodyForce, 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 double soundSpeed() const; // default but you can redefine it for your case
diff --git a/dG3D/benchmarks/CMakeLists.txt b/dG3D/benchmarks/CMakeLists.txt
index f7e49d67d9d5030f73445511c3a18b8fc3b88264..98e1d9da849c0fae0d88e107cb1db6b923757e05 100644
--- a/dG3D/benchmarks/CMakeLists.txt
+++ b/dG3D/benchmarks/CMakeLists.txt
@@ -163,6 +163,7 @@ add_subdirectory(mixedmodeDelaminationExpoLaw)
add_subdirectory(restartMixedmodeDelaminationExpoLaw)
add_subdirectory(hyperViscoElastic)
add_subdirectory(powerYieldViscoElastoPlastic)
+add_subdirectory(powerYieldViscoElastoPlastic/fortran)
add_subdirectory(powerYieldViscoElastoPlasticWithCorrection)
add_subdirectory(powerYieldViscoElastic)
add_subdirectory(powerYieldViscoElastWithCorrection)
@@ -274,3 +275,4 @@ add_subdirectory(honeycomb_compression)
add_subdirectory(nonLinearTVE_uniaxial)
add_subdirectory(nonLinearTVP_uniaxial)
add_subdirectory(nonLinearTVP_cube)
+add_subdirectory(unitCell-Hill)
diff --git a/dG3D/benchmarks/EM_Cylinder_Unit_Test/cyl_LinearElecMag.py b/dG3D/benchmarks/EM_Cylinder_Unit_Test/cyl_LinearElecMag.py
index 1782ebd59435ab6dd6feb7625071df7c11aed732..ea640d3fd2046aab2fdddca60ea23c9785e694ec 100644
--- a/dG3D/benchmarks/EM_Cylinder_Unit_Test/cyl_LinearElecMag.py
+++ b/dG3D/benchmarks/EM_Cylinder_Unit_Test/cyl_LinearElecMag.py
@@ -235,7 +235,7 @@ mysolver.archivingForceOnPhysicalGroup("Face", 7, 5, 1);
mysolver.solve()
check = TestCheck()
-check.equal(-3.427375e+06,mysolver.getArchivedForceOnPhysicalGroup("Face", SurfIndStart, 3),1.e-3)
+check.equal(-6.467735e+07,mysolver.getArchivedForceOnPhysicalGroup("Face", SurfIndStart, 3),1.e-3)
check.equal(-3.484509e+06,mysolver.getArchivedForceOnPhysicalGroup("Face", SurfIndStart, 4),1.e-3)
check.equal(3.484509e+06,mysolver.getArchivedForceOnPhysicalGroup("Face", SurfIndEnd, 4),1.e-3)
check.equal(1.130279e+06,mysolver.getArchivedForceOnPhysicalGroup("Face", 7, 5),1.e-3)
diff --git a/dG3D/benchmarks/ElectroGenericThermoMechanics/elecGenericTM.py b/dG3D/benchmarks/ElectroGenericThermoMechanics/elecGenericTM.py
index 647a802dc0b90e27d059e8b8f66053f75b5affed..2714bbe15194ae237837108ba32acede8881a313 100644
--- a/dG3D/benchmarks/ElectroGenericThermoMechanics/elecGenericTM.py
+++ b/dG3D/benchmarks/ElectroGenericThermoMechanics/elecGenericTM.py
@@ -234,6 +234,6 @@ check = TestCheck()
check.equal(0.000000e+00,mysolver.getArchivedForceOnPhysicalGroup("Face", SurfSMPStart, 3),1.e-5)
check.equal(-1.273694e+09,mysolver.getArchivedForceOnPhysicalGroup("Face", SurfSMPStart, 4),1.e-5)
check.equal(1.273694e+09,mysolver.getArchivedForceOnPhysicalGroup("Face", SurfSMPEnd, 4),1.e-5)
-check.equal(1.387616e+08,mysolver.getArchivedForceOnPhysicalGroup("Face", 7, 5),1.e-5)
+check.equal(1.282224e+08,mysolver.getArchivedForceOnPhysicalGroup("Face", 7, 5),1.e-5)
diff --git a/dG3D/benchmarks/GursonThomasonShearTransition/model.py b/dG3D/benchmarks/GursonThomasonShearTransition/model.py
index 3587c22ab2de93754a3d4b9a2950530f930478c0..d8e95bd726aa1582081b9c75185dbb504e5f14c4 100755
--- a/dG3D/benchmarks/GursonThomasonShearTransition/model.py
+++ b/dG3D/benchmarks/GursonThomasonShearTransition/model.py
@@ -194,8 +194,8 @@ mysolver.solve()
check = TestCheck()
-check.equal(-1.915989e-04,mysolver.getArchivedNodalValue(2,0,mysolver.displacement),1.e-4)
-check.equal(1.660548e-04,mysolver.getArchivedNodalValue(3,0,mysolver.displacement),1.e-4)
+check.equal(-1.870109e-04,mysolver.getArchivedNodalValue(2,0,mysolver.displacement),1.e-4)
+check.equal(1.685898e-04,mysolver.getArchivedNodalValue(3,0,mysolver.displacement),1.e-4)
diff --git a/dG3D/benchmarks/HOwithConstantBodyForce/run.py b/dG3D/benchmarks/HOwithConstantBodyForce/run.py
index 3e03c4eac58f8bb76fbd42df75144a330ab64cb9..a148dde4ffa06dac9a7747f98145029597a570af 100644
--- a/dG3D/benchmarks/HOwithConstantBodyForce/run.py
+++ b/dG3D/benchmarks/HOwithConstantBodyForce/run.py
@@ -182,7 +182,7 @@ mysolver.solve()
import linecache
total_line_number = sum(1 for line in open('E_0_GP_0_stress.csv'))
homoStress = linecache.getline('E_0_GP_0_stress.csv',total_line_number)
-print(homoStress)
+#print(homoStress)
val = float(homoStress.split(';')[1])
check = TestCheck()
check.equal(-0.014840731,val,1.e-4)
diff --git a/dG3D/benchmarks/MFH_Stoch_Ply/Stoch_Sample.py b/dG3D/benchmarks/MFH_Stoch_Ply/Stoch_Sample.py
index 0ce70a1c9b8d31fa4a3f967af168f8595e45c32b..788abef54a0ce4335682b871ae194b8cd5fff6b0 100644
--- a/dG3D/benchmarks/MFH_Stoch_Ply/Stoch_Sample.py
+++ b/dG3D/benchmarks/MFH_Stoch_Ply/Stoch_Sample.py
@@ -91,7 +91,7 @@ mysolver.solve()
check = TestCheck()
-check.equal(1.432063e-01,mysolver.getArchivedForceOnPhysicalGroup("Face", 101, 0),1.e-5)
+check.equal(1.353881e-01,mysolver.getArchivedForceOnPhysicalGroup("Face", 101, 0),1.e-5)
try:
import linecache
@@ -103,9 +103,9 @@ except:
import os
os._exit(1)
else:
- check.equal(7.910747e+08,float(linesmax.split(';')[1]))
- check.equal(3.835258e+08,float(linesmin.split(';')[1]))
- check.equal(5.728414e+08,float(linesmean.split(';')[1]))
+ check.equal(6.886981e+08,float(linesmax.split(';')[1]))
+ check.equal(4.029402e+08,float(linesmin.split(';')[1]))
+ check.equal(5.415527e+08,float(linesmean.split(';')[1]))
diff --git a/dG3D/benchmarks/nanoIndentation/ni.py b/dG3D/benchmarks/nanoIndentation/ni.py
index 221c298661066079534c45d7a4206d0b485f2903..0c74b577ebaf7468f9268658777326c85cf8bece 100644
--- a/dG3D/benchmarks/nanoIndentation/ni.py
+++ b/dG3D/benchmarks/nanoIndentation/ni.py
@@ -166,7 +166,7 @@ mysolver.archivingRigidContactForce(22, 2, 1)
mysolver.solve()
check = TestCheck()
-check.equal(-2.820332e-04,mysolver.getArchivedNodalValue(1001,2,mysolver.displacement),1.e-4)
+check.equal(-2.711273e-04,mysolver.getArchivedNodalValue(1001,2,mysolver.displacement),1.e-4)
diff --git a/dG3D/benchmarks/powerYieldViscoElastoPlastic/fortran/CMakeLists.txt b/dG3D/benchmarks/powerYieldViscoElastoPlastic/fortran/CMakeLists.txt
new file mode 100644
index 0000000000000000000000000000000000000000..3667d9747b7c516dd7833cc4e59989e55b267c01
--- /dev/null
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlastic/fortran/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/powerYieldViscoElastoPlastic/fortran/cylinder.py b/dG3D/benchmarks/powerYieldViscoElastoPlastic/fortran/cylinder.py
index 9dc9a44b5a73bdcf953909b2a7cdb280e9747902..39157629e456c735a48ef8a581d27f6765491c45 100644
--- a/dG3D/benchmarks/powerYieldViscoElastoPlastic/fortran/cylinder.py
+++ b/dG3D/benchmarks/powerYieldViscoElastoPlastic/fortran/cylinder.py
@@ -26,10 +26,10 @@ myfield1.stabilityParameters(beta1)
# 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)
+nstep = 1000 # number of step (used only if soltype=1)
ftime =1. # 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)
+nstepArch=10 # Number of step between 2 archiving (used only if soltype=1)
@@ -42,6 +42,7 @@ mysolver.addMaterialLaw(law1)
mysolver.Scheme(soltype)
mysolver.Solver(sol)
mysolver.snlData(nstep,ftime,tol)
+mysolver.stepBetweenArchiving(nstepArch)
mysolver.displacementBC('Face',1,2,0.)
mysolver.displacementBC('Face',3,1,0.)
@@ -49,7 +50,7 @@ mysolver.displacementBC('Face',4,0,0.)
mysolver.displacementBC('Face',1,0,0)
mysolver.displacementBC('Face',1,1,0)
-mysolver.displacementBC('Face',2,2,1.)
+mysolver.displacementBC('Face',2,2,10.)
# build view
mysolver.internalPointBuildView("Strain_xx",IPField.STRAIN_XX, 1, 1);
@@ -80,4 +81,4 @@ mysolver.archivingNodeDisplacement(5,2,1)
mysolver.solve()
check = TestCheck()
-check.equal(-5.246765e+03,mysolver.getArchivedForceOnPhysicalGroup("Face", 1, 2),1.e-3)
+check.equal(-1.308062e+04,mysolver.getArchivedForceOnPhysicalGroup("Face", 1, 2),1.e-3)
diff --git a/dG3D/benchmarks/switchSystem_quadDispLinNonlocal/notchedBar.py b/dG3D/benchmarks/switchSystem_quadDispLinNonlocal/notchedBar.py
index 0e0bead52191b74d4d4a2bdc1da7ec5968800321..21ed20435d07c4c0d88f5e534cd52d7389c32442 100755
--- a/dG3D/benchmarks/switchSystem_quadDispLinNonlocal/notchedBar.py
+++ b/dG3D/benchmarks/switchSystem_quadDispLinNonlocal/notchedBar.py
@@ -100,7 +100,7 @@ mysolver.archivingNodeDisplacement(73,1,1)
mysolver.solve()
check = TestCheck()
-check.equal(2.519294e-02,mysolver.getEnergy(energeticField.damage),1.e-4)
+check.equal(2.519787e-02,mysolver.getEnergy(energeticField.damage),1.e-4)
# new time
ftime = 1e-5
diff --git a/dG3D/benchmarks/torchLatticeUniaxial/Bounds.dat b/dG3D/benchmarks/torchLatticeUniaxial/Bounds.dat
index 8110b99195eedaeae39a0c73df9791c72ef1ddb6..3606ec6257cbf2faeb25d8119c292f05ca4e22d6 100644
Binary files a/dG3D/benchmarks/torchLatticeUniaxial/Bounds.dat and b/dG3D/benchmarks/torchLatticeUniaxial/Bounds.dat differ
diff --git a/dG3D/benchmarks/torchLatticeUniaxial/ModelGRU_GS_0f1_50_f2_75_model.pt b/dG3D/benchmarks/torchLatticeUniaxial/ModelGRU_GS_0f1_50_f2_75_model.pt
new file mode 100644
index 0000000000000000000000000000000000000000..4faabbdcbb0bdf69323089a2afd9497decc8da69
Binary files /dev/null and b/dG3D/benchmarks/torchLatticeUniaxial/ModelGRU_GS_0f1_50_f2_75_model.pt differ
diff --git a/dG3D/benchmarks/torchLatticeUniaxial/macro_cpp.py b/dG3D/benchmarks/torchLatticeUniaxial/macro_cpp.py
index 20f68625cef3a0e1fd65c4a52a46dcb22daed904..6c0a030c1e639930c932a953b226d66b6cd3dfc4 100755
--- a/dG3D/benchmarks/torchLatticeUniaxial/macro_cpp.py
+++ b/dG3D/benchmarks/torchLatticeUniaxial/macro_cpp.py
@@ -11,8 +11,6 @@ from dG3Dpy import*
lnum1 = 11
rho = 1e-9
-collect_dir = "/home/mohib/moammmPublic/sveresponses/Cell3/CollectedData"
-surrogate_dir = "/home/mohib/moammmPublic/sveresponses/Cell3/RNNSurrogate"
with open('Bounds.dat', 'rb') as data:
XGmax = pickle.load(data, encoding="latin1")
@@ -30,52 +28,54 @@ Radiusstd = (XGmax[1] - XGmin[1]) / 2.0
CellSizemean = (XGmax[2] + XGmin[2]) / 2.0
CellSizestd = (XGmax[2] - XGmin[2]) / 2.0
-TSTEPmean = (XGmax[3] + XGmin[3])/2.0
-TSTEPstd = (XGmax[3] - XGmin[3])/2.0
+TSTEPmean = (XGmax[3] + XGmin[3]) / 2.0
+TSTEPstd = (XGmax[3] - XGmin[3]) / 2.0
-EXXmean = (XGmax[4] + XGmin[4])/2.0
-EXXstd = (XGmax[4] - XGmin[4])/2.0
+EXXmean = (XGmax[4] + XGmin[4]) / 2.0
+EXXstd = (XGmax[4] - XGmin[4]) / 2.0
-EYYmean = (XGmax[5] + XGmin[5])/2.0
-EYYstd = (XGmax[5] - XGmin[5])/2.0
+EYYmean = (XGmax[5] + XGmin[5]) / 2.0
+EYYstd = (XGmax[5] - XGmin[5]) / 2.0
-EZZmean = (XGmax[6] + XGmin[6])/2.0
-EZZstd = (XGmax[6] - XGmin[6])/2.0
+EZZmean = (XGmax[6] + XGmin[6]) / 2.0
+EZZstd = (XGmax[6] - XGmin[6]) / 2.0
-EXYmean = (XGmax[7] + XGmin[7])/2.0
-EXYstd = (XGmax[7] - XGmin[7])/2.0
+EXYmean = (XGmax[7] + XGmin[7]) / 2.0
+EXYstd = (XGmax[7] - XGmin[7]) / 2.0
-EZXmean = (XGmax[8] + XGmin[8])/2.0
-EZXstd = (XGmax[8] - XGmin[8])/2.0
+EZXmean = (XGmax[8] + XGmin[8]) / 2.0
+EZXstd = (XGmax[8] - XGmin[8]) / 2.0
-EYZmean = (XGmax[9] + XGmin[9])/2.0
-EYZstd = (XGmax[9] - XGmin[9])/2.0
+EYZmean = (XGmax[9] + XGmin[9]) / 2.0
+EYZstd = (XGmax[9] - XGmin[9]) / 2.0
# ----- Outputs ----------#
-SXXmean = (YSmax[0] + YSmin[0])/2.0
-SXXstd = (YSmax[0] - YSmin[0])/2.0
+SXXmean = (YSmax[0] + YSmin[0]) / 2.0
+SXXstd = (YSmax[0] - YSmin[0]) / 2.0
-SYYmean = (YSmax[1]+YSmin[1])/2.0
-SYYstd = (YSmax[1]-YSmin[1])/2.0
+SYYmean = (YSmax[1]+YSmin[1]) / 2.0
+SYYstd = (YSmax[1]-YSmin[1]) / 2.0
-SZZmean = (YSmax[2]+YSmin[2])/2.0
-SZZstd = (YSmax[2]-YSmin[2])/2.0
+SZZmean = (YSmax[2]+YSmin[2]) / 2.0
+SZZstd = (YSmax[2]-YSmin[2]) / 2.0
-SXYmean = (YSmax[3]+YSmin[3])/2.0
-SXYstd = (YSmax[3]-YSmin[3])/2.0
+SXYmean = (YSmax[3]+YSmin[3]) / 2.0
+SXYstd = (YSmax[3]-YSmin[3]) / 2.0
-SZXmean = (YSmax[4]+YSmin[4])/2.0
-SZXstd = (YSmax[4]-YSmin[4])/2.0
+SZXmean = (YSmax[4]+YSmin[4]) / 2.0
+SZXstd = (YSmax[4]-YSmin[4]) / 2.0
-SYZmean = (YSmax[5]+YSmin[5])/2.0
-SYZstd = (YSmax[5]-YSmin[5])/2.0
+SYZmean = (YSmax[5]+YSmin[5]) / 2.0
+SYZstd = (YSmax[5]-YSmin[5]) / 2.0
# Set total no of inputs param for RNN (6 EGL + 3 Extra: radius, cellsize, time)
numberOfInput = 9
-numInternalVars = 400
+numInternalVars = 75
-macromat1 = torchANNBasedDG3DMaterialLaw(lnum1, rho, numberOfInput, numInternalVars, "model.pt",
+surrogate = "ModelGRU_GS_0f1_50_f2_75_model.pt"
+
+macromat1 = torchANNBasedDG3DMaterialLaw(lnum1, rho, numberOfInput, numInternalVars, surrogate,
EXXmean, EXXstd, EXYmean, EXYstd, EYYmean, EYYstd,
EYZmean, EYZstd, EZZmean, EZZstd, EZXmean, EZXstd,
SXXmean, SXXstd, SXYmean, SXYstd, SYYmean, SYYstd,
@@ -86,6 +86,8 @@ macromat1 = torchANNBasedDG3DMaterialLaw(lnum1, rho, numberOfInput, numInternalV
macromat1.setKinematicInput(1)
# Set no of additional inputs
macromat1.setNumExtraInput(3)
+# Set the location of time in the extra array
+macromat1.setTimeArg(2)
# Set initial vcalues for extra inputs in order Radius, cellsize, time
macromat1.setInitialExtraInput(0.6)
@@ -106,8 +108,8 @@ 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-4 # relative tolerance for NR scheme (used only if soltype=1)
-nstepArch=1 # Number of step between 2 archiving (used only if soltype=1)
+tol=1.e-5 # relative tolerance for NR scheme (used only if soltype=1)
+nstepArch=5 # Number of step between 2 archiving (used only if soltype=1)
# creation of macro part Domain
@@ -137,7 +139,7 @@ mysolver.stepBetweenArchiving(nstepArch)
mysolver.displacementBC("Face",551,1,0.0)
mysolver.displacementBC("Face",554,0,0.0)
mysolver.displacementBC("Face",555,2,0.0)
-mysolver.displacementBC("Face",553,1, 10)
+mysolver.displacementBC("Face",553,1,-5.0)
# archivage
diff --git a/dG3D/benchmarks/torchLatticeUniaxial/model.pt b/dG3D/benchmarks/torchLatticeUniaxial/model.pt
deleted file mode 100644
index 4d7910c30ad8bf8ca468ba702676110c514a9709..0000000000000000000000000000000000000000
Binary files a/dG3D/benchmarks/torchLatticeUniaxial/model.pt and /dev/null differ
diff --git a/dG3D/benchmarks/torchLatticeUniaxial/rubics.geo b/dG3D/benchmarks/torchLatticeUniaxial/rubics.geo
index fead3263fdc8f2e097da330ce1e4ce74f0b38fac..4e41dbb7bda583b1cbc88e4102134e45cbbb6644 100644
--- a/dG3D/benchmarks/torchLatticeUniaxial/rubics.geo
+++ b/dG3D/benchmarks/torchLatticeUniaxial/rubics.geo
@@ -1,8 +1,8 @@
SetFactory('OpenCASCADE');
-lx = 30;
-ly = 30;
-lz = 30;
+lx = 20;
+ly = 20;
+lz = 20;
nx = 1;
ny = 1;
@@ -35,14 +35,14 @@ Extrude {0, 0, lz/nz} {
Surface{100}; Layers{nz}; Recombine;
}
-Physical Volume(11)={1};
+
Transfinite Line{1,3}=nx+1 Using Progression 1;
Transfinite Line{2,4}=ny+1 Using Progression 1;
Transfinite Surface {100};
Recombine Surface{100};
-
+Recombine Volume{1};
Physical Surface(551) = {101};
@@ -52,4 +52,4 @@ Physical Surface(554) = {104};
Physical Surface(555) = {100};
Physical Surface(556) = {105};
-
+Physical Volume(11)={1};
diff --git a/dG3D/benchmarks/torchLatticeUniaxial/rubics.msh b/dG3D/benchmarks/torchLatticeUniaxial/rubics.msh
index 6180478a6a548808c050c5b56010bc5b605fde6c..72e4ecc1248d99f4821f6a8141d18df68c517ce1 100644
--- a/dG3D/benchmarks/torchLatticeUniaxial/rubics.msh
+++ b/dG3D/benchmarks/torchLatticeUniaxial/rubics.msh
@@ -4,32 +4,32 @@ $EndMeshFormat
$Entities
8 12 6 1
1 0 0 0 0
-2 30 0 0 0
-3 30 30 0 0
-4 0 30 0 0
-5 0 0 30 0
-6 30 0 30 0
-7 30 30 30 0
-8 0 30 30 0
-1 -9.99999993922529e-08 -1e-07 -1e-07 30.0000001 1e-07 1e-07 0 2 1 -2
-2 29.9999999 -9.99999993922529e-08 -1e-07 30.0000001 30.0000001 1e-07 0 2 2 -3
-3 -9.99999993922529e-08 29.9999999 -1e-07 30.0000001 30.0000001 1e-07 0 2 3 -4
-4 -1e-07 -9.99999993922529e-08 -1e-07 1e-07 30.0000001 1e-07 0 2 4 -1
-5 -1e-07 -1e-07 -9.99999993922529e-08 1e-07 1e-07 30.0000001 0 2 1 -5
-6 29.9999999 -1e-07 -9.99999993922529e-08 30.0000001 1e-07 30.0000001 0 2 2 -6
-7 -9.99999993922529e-08 -1e-07 29.9999999 30.0000001 1e-07 30.0000001 0 2 5 -6
-8 29.9999999 29.9999999 -9.99999993922529e-08 30.0000001 30.0000001 30.0000001 0 2 3 -7
-9 29.9999999 -9.99999993922529e-08 29.9999999 30.0000001 30.0000001 30.0000001 0 2 6 -7
-10 -1e-07 29.9999999 -9.99999993922529e-08 1e-07 30.0000001 30.0000001 0 2 4 -8
-11 -9.99999993922529e-08 29.9999999 29.9999999 30.0000001 30.0000001 30.0000001 0 2 7 -8
-12 -1e-07 -9.99999993922529e-08 29.9999999 1e-07 30.0000001 30.0000001 0 2 8 -5
-100 -1.500000100000012 -1.500000100000012 -1e-07 31.50000010000001 31.50000010000001 1e-07 1 555 4 1 2 3 4
-101 -9.99999993922529e-08 -1e-07 -9.99999993922529e-08 30.0000001 1e-07 30.0000001 1 551 4 5 7 -6 -1
-102 29.9999999 -9.99999993922529e-08 -9.99999993922529e-08 30.0000001 30.0000001 30.0000001 1 552 4 6 9 -8 -2
-103 -9.99999993922529e-08 29.9999999 -9.99999993922529e-08 30.0000001 30.0000001 30.0000001 1 553 4 8 11 -10 -3
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diff --git a/dG3D/benchmarks/unitCell-Hill/CMakeLists.txt b/dG3D/benchmarks/unitCell-Hill/CMakeLists.txt
new file mode 100644
index 0000000000000000000000000000000000000000..b1fd65d99c5546150b7e470092138bf6cd9efd3c
--- /dev/null
+++ b/dG3D/benchmarks/unitCell-Hill/CMakeLists.txt
@@ -0,0 +1,11 @@
+# test file
+
+set(PYFILE model.py)
+
+set(FILES2DELETE
+ disp*.msh
+ *.csv
+ stress*.msh
+)
+
+add_cm3python_test(${PYFILE} "${FILES2DELETE}")
diff --git a/dG3D/benchmarks/unitCell-Hill/comparison.py b/dG3D/benchmarks/unitCell-Hill/comparison.py
new file mode 100644
index 0000000000000000000000000000000000000000..b2cb99be211e64c15cc69056d2c747925c515fb5
--- /dev/null
+++ b/dG3D/benchmarks/unitCell-Hill/comparison.py
@@ -0,0 +1,42 @@
+import os
+import pandas as pd
+import numpy as np
+import matplotlib.pyplot as plt
+from extractData import *
+
+plt.rcParams.update({'font.size': 16})
+
+
+unit = 1.;
+W0 = 1.;
+lambda0 = 1.;
+f0 = 1e-3;
+Chi0 = np.exp((1./3.)*np.log(1.5*f0*lambda0/W0));
+
+Lr0 = 1*unit;
+Lz0 = lambda0*Lr0;
+Rr0 = Chi0*Lr0;
+Rz0 = W0*Rr0;
+
+f0 = 2*Rr0*Rr0*Rz0/(3*Lr0*Lr0*Lz0)
+print(f"initial porosity f0 = {f0}")
+
+
+fig, axes = plt.subplots(1,2, figsize=(8,5))
+plt.tight_layout()
+
+for folder, ltpe in zip(["J2","J2-newImp","Hill-0","Hill-1"],["r-","g.","b:", "k-."]):
+ sigE, sigH, f, lamb, W, Chi, Er, Ez, Ee, sigZ = extractData(folder,f0,Lr0,Lz0,Rr0,Rz0,T=2)
+ axes[0].plot(Ee, sigE, ltpe, label=folder)
+ axes[1].plot(Ee, f, ltpe,label=folder)
+
+axes[0].set_xlabel(r"$E_{eq}$ [-]")
+axes[0].set_ylabel(r"$\Sigma_{eq}$ (MPa)")
+axes[1].set_xlabel(r"$E_{eq}$ [-]")
+axes[1].set_ylabel(r"f [-]")
+
+axes[0].legend(loc="lower center",framealpha=0)
+axes[1].legend(framealpha=0)
+
+plt.savefig("comparison.svg",bbox_inches="tight")
+plt.show()
diff --git a/dG3D/benchmarks/unitCell-Hill/extractData.py b/dG3D/benchmarks/unitCell-Hill/extractData.py
new file mode 100644
index 0000000000000000000000000000000000000000..4cf639eed413e38f0a96ca731f7b521a7f019c52
--- /dev/null
+++ b/dG3D/benchmarks/unitCell-Hill/extractData.py
@@ -0,0 +1,39 @@
+
+import os
+import pandas as pd
+import numpy as np
+
+def extractData(folder,f0,Lr0,Lz0,Rr0,Rz0,T):
+ uz = pd.read_csv(os.path.join(folder, "NodalDisplacementPhysical3Num4comp2.csv"), sep=";", header=None)
+ ur = pd.read_csv(os.path.join(folder, "NodalDisplacementPhysical3Num4comp0.csv"), sep=";", header=None)
+ fz = pd.read_csv(os.path.join(folder, "force1comp2.csv"), sep=";", header=None)
+ JV = pd.read_csv(os.path.join(folder, "VolumeIntegral_JACOBIAN.csv"), sep=";", header=None)
+ Wpl =pd.read_csv(os.path.join(folder, "VolumeIntegral_PLASTIC_ENERGY.csv"), sep=";", header=None)
+ uRz = pd.read_csv(os.path.join(folder, "NodalDisplacementPhysical5Num6comp2.csv"), sep=";", header=None)
+ uRr = pd.read_csv(os.path.join(folder, "NodalDisplacementPhysical1Num2comp0.csv"), sep=";", header=None)
+
+ Lz = Lz0+uz.values[:,1];
+ Lr = Lr0+ur.values[:,1];
+
+ Rz = Rz0+uRz.values[:,1];
+ Rr = Rr0+uRr.values[:,1];
+
+ Er = np.log(Lr/Lr0);
+ Ez = np.log(Lz/Lz0);
+ Ee = 2.*np.abs(Ez-Er)/3.;
+
+ lamb = Lz/Lr;
+ W = Rz/Rr;
+ Chi = Rr/Lr;
+
+ sigZ = -fz.values[:,1]/(np.pi*Lr*Lr);
+ sigR = (T-1./3.)/(T+2./3.)*sigZ;
+
+ sigE = np.abs(sigZ-sigR);
+ sigH = (2*sigR+sigZ)/3.;
+
+ V0 = np.pi*Lr0*Lr0*Lz0;
+ V = np.pi*Lr*Lr*Lz;
+
+ f = (V-JV.values[:,1])/V;
+ return sigE, sigH, f, lamb, W, Chi, Er, Ez, Ee, sigZ
diff --git a/dG3D/benchmarks/unitCell-Hill/model.py b/dG3D/benchmarks/unitCell-Hill/model.py
new file mode 100644
index 0000000000000000000000000000000000000000..4669a0f5f7e79ecd313977788881243c20daeebf
--- /dev/null
+++ b/dG3D/benchmarks/unitCell-Hill/model.py
@@ -0,0 +1,137 @@
+#coding-Utf-8-*-
+from gmshpy import *
+from dG3Dpy import*
+from math import*
+
+
+lawnum1 = 11 # unique number of law
+rho = 7850
+young = 205.4e3 #MPa
+nu = 0.3
+sy0 = 862.4 #MPa
+h = 3399.
+p1 = 0.012
+n1 = 0.084
+p2 = 0.056
+n2 = 0.058
+
+harden = LinearFollowedByMultiplePowerLawJ2IsotropicHardening(lawnum1,sy0,h,p1,n1,p2,n2)
+law1 = AnisotropicPlasticityDG3DMaterialLaw(lawnum1,"Hill48",rho,young,nu,harden,1e-8,False,1e-8)
+params = vectorDouble(6)
+hLL = 1.5 # longitudinal
+hTT = 0.8 # transversal
+hNN = 1. # thickness
+hLT = 0.5
+hLN = 1.1
+hTN = 0.5
+params[0]=hLL
+params[1]=hTT
+params[2]=hNN
+params[3]=hLT
+params[4]=hLN
+params[5]=hTN
+law1.setYieldParameters(params)
+
+
+law1.setStrainOrder(9)
+
+
+# geometry
+meshfile="modelW1.msh" # name of mesh file
+
+# solver
+sol = 2 # Gmm=0 (default) Taucs=1 PETsc=2
+soltype = 1 # StaticLinear=0 (default) StaticNonLinear=1
+nstep = 10 # number of step (used only if soltype=1)
+ftime =1. # 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 ElasticField
+myfield1 = axisymmetricDG3DDomain(11,11,0,lawnum1,0,2,0)
+
+# 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.stepBetweenArchiving(nstepArch)
+mysolver.options("-ksp_type preonly -pc_type lu -pc_factor_mat_solver_package mumps")
+
+# BC
+mysolver.displacementBC("Face",11,1,0.)
+mysolver.sameDisplacementBC("Edge",2,3,0)
+mysolver.sameDisplacementBC("Edge",3,3,2)
+mysolver.displacementBC("Edge",4,0,0.)
+mysolver.displacementBC("Edge",1,2,0.)
+
+method=0
+mysolver.pathFollowing(True,method)
+if method==0:
+ mysolver.setPathFollowingIncrementAdaptation(True,6,1)
+ mysolver.setPathFollowingControlType(0)
+ mysolver.setPathFollowingCorrectionMethod(0)
+ mysolver.setPathFollowingArcLengthStep(2e-1)
+ mysolver.setBoundsOfPathFollowingArcLengthSteps(0,2.5);
+elif method==1:
+ mysolver.setPathFollowingIncrementAdaptation(False,5)
+ mysolver.setPathFollowingLocalSteps(1e-1,1e-2)
+ mysolver.setPathFollowingLocalIncrementType(1);
+ mysolver.setPathFollowingSwitchCriterion(0)
+
+#mysolver.forceBC("Node",3,2,5*1.e3)
+#mysolver.forceBC("Node",3,0,1.e3)
+
+#mysolver.forceBC("Edge",3,2,2.5e3)
+#mysolver.forceBC("Edge",2,0,1.e3)
+T = 2.
+fact = (T-1./3.)/(T+2./3)
+mysolver.pressureOnPhysicalGroupBC("Edge",3,-1e3,0.)
+mysolver.pressureOnPhysicalGroupBC("Edge",2,-fact*1e3,0.)
+
+
+mysolver.internalPointBuildView("P_xx",IPField.P_XX, 1, 1)
+mysolver.internalPointBuildView("P_yy",IPField.P_YY, 1, 1)
+mysolver.internalPointBuildView("P_zz",IPField.P_ZZ, 1, 1)
+mysolver.internalPointBuildView("P_xz",IPField.P_XZ, 1, 1)
+mysolver.internalPointBuildView("P_zx",IPField.P_ZX, 1, 1)
+
+mysolver.internalPointBuildView("F_xx",IPField.F_XX, 1, 1)
+mysolver.internalPointBuildView("F_yy",IPField.F_YY, 1, 1)
+mysolver.internalPointBuildView("F_zz",IPField.F_ZZ, 1, 1)
+mysolver.internalPointBuildView("F_xz",IPField.F_XZ, 1, 1)
+mysolver.internalPointBuildView("F_zx",IPField.F_ZX, 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.archivingForceOnPhysicalGroup("Edge",1, 2)
+mysolver.archivingForceOnPhysicalGroup("Edge",4, 0)
+mysolver.archivingNodeDisplacement(1,0)
+mysolver.archivingNodeDisplacement(5,2)
+mysolver.archivingNodeDisplacement(6,0)
+mysolver.archivingNodeDisplacement(6,2)
+mysolver.archivingNodeDisplacement(3,0)
+mysolver.archivingNodeDisplacement(3,2)
+
+mysolver.archivingVolumeIntegralValue(IPField.JACOBIAN)
+mysolver.archivingVolumeIntegralValue(IPField.DEFO_ENERGY)
+mysolver.archivingVolumeIntegralValue(IPField.PLASTIC_ENERGY)
+mysolver.archivingVolumeIntegralValue(IPField.DAMAGE_ENERGY)
+
+mysolver.solve()
+
+check = TestCheck()
+check.equal(-7.330003e+03,mysolver.getArchivedForceOnPhysicalGroup("Edge", 1, 2),1e-5)
diff --git a/dG3D/benchmarks/unitCell-Hill/modelW1.geo b/dG3D/benchmarks/unitCell-Hill/modelW1.geo
new file mode 100644
index 0000000000000000000000000000000000000000..70eff44b1e289f8f84008fe613c78956e920287d
--- /dev/null
+++ b/dG3D/benchmarks/unitCell-Hill/modelW1.geo
@@ -0,0 +1,130 @@
+unit = 1.;
+W0 = 1.;
+lambda0 = 1.;
+f0 = 1e-3;
+Chi0 = Exp((1./3.)*Log(1.5*f0*lambda0/W0));
+
+Lr0 = 1*unit;
+Lz0 = lambda0*Lr0;
+Rr0 = Chi0*Lr0;
+Rz0 = W0*Rr0;
+
+f0 = 2*Rr0*Rr0*Rz0/(3*Lr0*Lr0*Lz0);
+Printf("initial porosity = %e",f0);
+
+//Mesh.RecombineAll = 1;
+
+lsca = 0.07*unit;
+Point(1) = {0,0,0,lsca};
+Point(2) = {Rr0,0,0,0.05*lsca};
+Point(3) = {Lr0,0,0,0.3*lsca};
+Point(4) = {Lr0,0,Lz0,lsca};
+Point(5) = {0,0,Lz0,lsca};
+Point(6) = {0,0,Rz0,lsca*0.5};
+
+z7 = 2*Rz0;
+Point(7) = {0,0,z7,lsca};
+
+x8 = 2*Rr0;
+Point(8) = {x8,0,0,lsca};
+
+z9 = Sqrt(0.5)*Rz0;
+x9 = Rr0*Sqrt(1.-z9*z9/Rz0/Rz0);
+Point(9) = {x9,0,z9,lsca*0.05};
+
+x10 = 2*Rr0-0.4*Rr0;
+z10 = z7 - 0.4*Rz0;
+Point(10) = {x10,0,z10,lsca*0.05};
+
+x11 = 2*Rr0;
+Point(11) = {x11,0,Lz0,lsca*0.05};
+
+z12 = z7;
+Point(12) = {Lr0,0,z12,lsca*0.05};
+
+
+//+
+Ellipse(1) = {2, 1, 2, 9};
+Ellipse(2) = {9, 1, 6, 6};
+
+//+
+Line(3) = {6, 7};
+//+
+Line(4) = {7, 5};
+//+
+Line(5) = {5, 11};
+//+
+Line(6) = {11, 4};
+//+
+Line(7) = {4, 12};
+//+
+Line(8) = {12, 3};
+//+
+Line(9) = {3, 8};
+//+
+Line(10) = {8, 2};
+//+
+Line(11) = {12, 10};
+//+
+Line(12) = {10, 11};
+//+
+Line(13) = {10, 7};
+//+
+Line(14) = {10, 9};
+//+
+Line(15) = {10, 8};
+//+
+Line Loop(1) = {6, 7, 11, 12};
+//+
+Plane Surface(1) = {1};
+//+
+Line Loop(2) = {12, -5, -4, -13};
+//+
+Plane Surface(2) = {2};
+//+
+Line Loop(3) = {3, -13, 14, 2};
+//+
+Plane Surface(3) = {3};
+//+
+Line Loop(4) = {10, 1, -14, 15};
+//+
+Plane Surface(4) = {4};
+//+
+Line Loop(5) = {15, -9, -8, 11};
+//+
+Plane Surface(5) = {5};
+//+
+Physical Surface(11) = {2, 1, 5, 4, 3};
+//+
+Physical Line(1) = {10, 9};
+//+
+Physical Line(2) = {8, 7};
+//+
+Physical Line(3) = {6, 5};
+//+
+Physical Line(4) = {4, 3};
+//+
+Physical Point(1) = {2};
+//+
+Physical Point(2) = {3};
+//+
+Physical Point(3) = {4};
+//+
+Physical Point(4) = {5};
+//+
+Physical Point(5) = {6};
+//+
+Physical Point(6) = {9};
+//+
+Transfinite Line {6, 11, 9} = 20 Using Progression 1;
+//+
+Transfinite Line {7, 12, 4} = 11 Using Progression 1;
+//+
+Transfinite Line {5, 13, 2} = 11 Using Progression 1.;
+//+
+Transfinite Line {-8, -15, 1} = 16 Using Progression 1.08;
+//+
+Transfinite Line {-10, -14, 3} = 11 Using Progression 1.04;
+//+
+Transfinite Surface {2, 1, 5, 4, 3};
+Recombine Surface{2, 1, 5, 4, 3};
diff --git a/dG3D/benchmarks/unitCell-Hill/modelW1.msh b/dG3D/benchmarks/unitCell-Hill/modelW1.msh
new file mode 100644
index 0000000000000000000000000000000000000000..831fae960afa8a6e3422dfcb0a634e7ee91a7fc6
--- /dev/null
+++ b/dG3D/benchmarks/unitCell-Hill/modelW1.msh
@@ -0,0 +1,7886 @@
+$MeshFormat
+4.1 0 8
+$EndMeshFormat
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+899 2574 2592 2593 2575 3341 3343 3344 3287 3345
+900 2575 2593 2594 2576 3344 3346 3347 3290 3348
+901 2576 2594 2595 2577 3347 3349 3350 3293 3351
+902 2577 2595 2596 2578 3350 3352 3353 3296 3354
+903 2578 2596 2597 2579 3353 3355 3356 3299 3357
+904 2579 2597 2598 2580 3356 3358 3359 3302 3360
+905 2580 2598 2599 2581 3359 3361 3362 3305 3363
+906 2581 2599 2600 2582 3362 3364 3365 3308 3366
+907 2582 2600 2601 2583 3365 3367 3368 3311 3369
+908 2583 2601 2602 2584 3368 3370 3371 3314 3372
+909 2584 2602 2603 2585 3371 3373 3374 3317 3375
+910 2585 2603 2604 2586 3374 3376 3377 3320 3378
+911 2586 2604 2605 2587 3377 3379 3380 3323 3381
+912 2587 2605 2606 2588 3380 3382 3383 3326 3384
+913 2588 2606 2607 2589 3383 3385 3386 3329 3387
+914 2589 2607 2608 2590 3386 3388 3389 3332 3390
+915 2590 2608 186 185 3389 3391 200 3335 3392
+916 365 7 219 2591 380 238 3393 3337 3394
+917 2591 219 218 2592 3393 237 3395 3340 3396
+918 2592 218 217 2593 3395 236 3397 3343 3398
+919 2593 217 216 2594 3397 235 3399 3346 3400
+920 2594 216 215 2595 3399 234 3401 3349 3402
+921 2595 215 214 2596 3401 233 3403 3352 3404
+922 2596 214 213 2597 3403 232 3405 3355 3406
+923 2597 213 212 2598 3405 231 3407 3358 3408
+924 2598 212 211 2599 3407 230 3409 3361 3410
+925 2599 211 210 2600 3409 229 3411 3364 3412
+926 2600 210 209 2601 3411 228 3413 3367 3414
+927 2601 209 208 2602 3413 227 3415 3370 3416
+928 2602 208 207 2603 3415 226 3417 3373 3418
+929 2603 207 206 2604 3417 225 3419 3376 3420
+930 2604 206 205 2605 3419 224 3421 3379 3422
+931 2605 205 204 2606 3421 223 3423 3382 3424
+932 2606 204 203 2607 3423 222 3425 3385 3426
+933 2607 203 202 2608 3425 221 3427 3388 3428
+934 2608 202 2 186 3427 220 201 3391 3429
+$EndElements
diff --git a/dG3D/src/dG3DIPVariable.cpp b/dG3D/src/dG3DIPVariable.cpp
index 865d5d0cb547302a9537a3ad3db20d2b11127bc6..c654d39e9209c23e11a68aa27e9c1f91057898ee 100644
--- a/dG3D/src/dG3DIPVariable.cpp
+++ b/dG3D/src/dG3DIPVariable.cpp
@@ -2007,9 +2007,6 @@ torchANNBasedDG3DIPVariable& torchANNBasedDG3DIPVariable::operator =(const IPVar
_internalVars = psrc->_internalVars;
_kinematicVariables = psrc->_kinematicVariables;
_extraVariables = psrc->_extraVariables; // Include extra parameters at GP when using overloaded(=) @Mohib
-
- // @Mohib TODO: Remove b4 commit
- //_latticeParams = psrc->_latticeParams;
}
#else
Msg::Error("NOT COMPILED WITH TORCH");
@@ -2036,47 +2033,62 @@ double torchANNBasedDG3DIPVariable::get(const int comp) const
{
#if defined(HAVE_TORCH)
auto Vars_a = _internalVars.accessor<float,3>();
- if (comp == IPField::USER0)
+ if (comp == IPField::USER0)
{
- if (_n > 1) return Vars_a[0][0][0];
+ if (_extraVariables.size2() > 0) return _extraVariables(0,0);
else return 0.;
}
else if (comp == IPField::USER1)
{
- if (_n > 2) return Vars_a[0][0][1];
+ if (_extraVariables.size2() > 1) return _extraVariables(0,1);
else return 0.;
}
else if (comp == IPField::USER2)
+ {
+ if (_extraVariables.size2() > 2) return _extraVariables(0,2);
+ else return 0.;
+ }
+ else if (comp == IPField::USER3)
+ {
+ if (_n > 1) return Vars_a[0][0][0];
+ else return 0.;
+ }
+ else if (comp == IPField::USER4)
+ {
+ if (_n > 2) return Vars_a[0][0][1];
+ else return 0.;
+ }
+ else if (comp == IPField::USER5)
{
if (_n > 3) return Vars_a[0][0][2];
else return 0.;
}
- else if (comp == IPField::USER3)
+ else if (comp == IPField::USER6)
{
if (_n > 4) return Vars_a[0][0][3];
else return 0.;
}
- else if (comp == IPField::USER4)
+ else if (comp == IPField::USER7)
{
if (_n > 5) return Vars_a[0][0][4];
else return 0.;
}
- else if (comp == IPField::USER5)
+ else if (comp == IPField::USER8)
{
if (_n > 6) return Vars_a[0][0][5];
else return 0.;
}
- else if (comp == IPField::USER6)
+ else if (comp == IPField::USER9)
{
if (_n > 7) return Vars_a[0][0][6];
else return 0.;
}
- else if (comp == IPField::USER7)
+ else if (comp == IPField::USER10)
{
if (_n > 8) return Vars_a[0][0][7];
else return 0.;
}
- else if (comp == IPField::USER8)
+ /*else if (comp == IPField::USER8)
{
if (_n > 9) return Vars_a[0][0][8];
else return 0.;
@@ -2090,7 +2102,7 @@ double torchANNBasedDG3DIPVariable::get(const int comp) const
{
if (_n > 11) return Vars_a[0][0][10];
else return 0.;
- }
+ }*/
else
{
return dG3DIPVariable::get(comp);
@@ -2216,6 +2228,118 @@ void J2SmallStrainDG3DIPVariable::restart()
return;
}
+AnisotropicPlasticityDG3DIPVariable::AnisotropicPlasticityDG3DIPVariable(const mlawAnisotropicPlasticity &anisoLaw, const bool createBodyForceHO, const bool oninter): dG3DIPVariable(createBodyForceHO, oninter)
+{
+ _ipv = new IPAnisotropicPlasticity(anisoLaw.getJ2IsotropicHardening());
+}
+AnisotropicPlasticityDG3DIPVariable::AnisotropicPlasticityDG3DIPVariable(const AnisotropicPlasticityDG3DIPVariable &source) : dG3DIPVariable(source)
+{
+ _ipv = NULL;
+ if(source._ipv != NULL){
+ _ipv = dynamic_cast<IPAnisotropicPlasticity*>(source._ipv->clone());
+ }
+}
+AnisotropicPlasticityDG3DIPVariable& AnisotropicPlasticityDG3DIPVariable::operator=(const IPVariable &source)
+{
+ dG3DIPVariable::operator=(source);
+ const AnisotropicPlasticityDG3DIPVariable* src = dynamic_cast<const AnisotropicPlasticityDG3DIPVariable*>(&source);
+ if(src != NULL){
+ if (src->_ipv != NULL){
+ if (_ipv != NULL) {
+ _ipv->operator=(*dynamic_cast<const IPVariable*>(src->_ipv));
+ }
+ else{
+ _ipv = dynamic_cast<IPAnisotropicPlasticity*>(src->_ipv->clone());
+ }
+ }
+ else{
+ if (_ipv) {
+ delete _ipv;
+ _ipv = NULL;
+ }
+ }
+
+ }
+ return *this;
+}
+double AnisotropicPlasticityDG3DIPVariable::get(const int comp) const
+{
+ if(comp == IPField::PLASTICSTRAIN)
+ {
+ return _ipv->_j2lepspbarre;
+ }
+ else if(comp == IPField::FP_XX)
+ {
+ return _ipv->_j2lepsp(0,0);
+ }
+ else if(comp == IPField::FP_XY)
+ {
+ return _ipv->_j2lepsp(0,1);
+ }
+ else if(comp == IPField::FP_XZ)
+ {
+ return _ipv->_j2lepsp(0,2);
+ }
+ else if(comp == IPField::FP_YX)
+ {
+ return _ipv->_j2lepsp(1,0);
+ }
+ else if(comp == IPField::FP_YY)
+ {
+ return _ipv->_j2lepsp(1,1);
+ }
+ else if(comp == IPField::FP_YZ)
+ {
+ return _ipv->_j2lepsp(1,2);
+ }
+ else if(comp == IPField::FP_ZX)
+ {
+ return _ipv->_j2lepsp(2,0);
+ }
+ else if(comp == IPField::FP_ZY)
+ {
+ return _ipv->_j2lepsp(2,1);
+ }
+ else if(comp == IPField::FP_ZZ)
+ {
+ return _ipv->_j2lepsp(2,2);
+ }
+ else if (comp == IPField::ISO_YIELD or
+ comp == IPField::ISO_YIELD_TENSILE or
+ comp == IPField::ISO_YIELD_COMPRESSION)
+ {
+ return _ipv->getConstRefToIPJ2IsotropicHardening().getR();
+ }
+ else if (comp == IPField::ISO_YIELD_SHEAR)
+ {
+ return (_ipv->getConstRefToIPJ2IsotropicHardening().getR())/sqrt(3.);
+ }
+ else
+ {
+ //return dG3DIPVariable::get(comp);
+ double val = _ipv->get(comp);
+ if (val == 0.)
+ val = dG3DIPVariable::get(comp);
+ return val;
+ }
+}
+double AnisotropicPlasticityDG3DIPVariable::defoEnergy() const
+{
+ return getIPAnisotropicPlasticity()->defoEnergy();
+}
+double AnisotropicPlasticityDG3DIPVariable::plasticEnergy() const
+{
+ return getIPAnisotropicPlasticity()->plasticEnergy();
+}
+
+void AnisotropicPlasticityDG3DIPVariable::restart()
+{
+ dG3DIPVariable::restart();
+ restartManager::restart(_ipv);
+ return;
+}
+
+
J2LinearDG3DIPVariable::J2LinearDG3DIPVariable(const mlawJ2linear &_j2law, const bool createBodyForceHO, const bool oninter): dG3DIPVariable(createBodyForceHO, oninter)
{
_j2ipv = new IPJ2linear(_j2law.getJ2IsotropicHardening());
diff --git a/dG3D/src/dG3DIPVariable.h b/dG3D/src/dG3DIPVariable.h
index 66de2a5087da8e525b9a1f56ad08479d987a3c25..e10d8958ea407e3dc25f400c285d0a13b965f104 100644
--- a/dG3D/src/dG3DIPVariable.h
+++ b/dG3D/src/dG3DIPVariable.h
@@ -41,6 +41,7 @@
#include "ipLinearElecMagTherMech.h"
#include "ipLinearElecMagInductor.h"
#include "mlawJ2linear.h"
+#include "mlawAnisotropicPlasticity.h"
#include "mlawJ2VMSmallStrain.h"
#include "mlawJ2ThermoMechanics.h"
#include "mlawLocalDamageJ2Hyper.h"
@@ -2253,11 +2254,9 @@ class torchANNBasedDG3DIPVariable :public dG3DIPVariable
fullMatrix<double> _kinematicVariables; // kinematic variable
fullMatrix<double> restart_internalVars; // internal variable
fullMatrix<double> _extraVariables; // variables other than kinematic and hidden needed at GP @Mohib
- // @Mohib TODO: Remove b4 commit
- //fullMatrix<double> _latticeParams;
public:
- //torchANNBasedDG3DIPVariable(const int n, const double initial_h, const bool createBodyForceHO, const bool oninter);
+ //torchANNBasedDG3DIPVariable(const int n, const double initial_h, const bool createBodyForceHO, const bool oninter); // Retundend init signature. Kept for legacy @Mohib
// Overloading for handling additional params at GP @Mohib
torchANNBasedDG3DIPVariable(const int n, const double initial_h, const bool createBodyForceHO, const bool oninter, const int extraInput=0, const std::vector<double> initialValue_Extra={});
torchANNBasedDG3DIPVariable(const torchANNBasedDG3DIPVariable &source);
@@ -2422,6 +2421,48 @@ class J2SmallStrainDG3DIPVariable : public dG3DIPVariable // or store data in a
virtual void restart();
};
+class AnisotropicPlasticityDG3DIPVariable : public dG3DIPVariable // or store data in a different way
+{
+ protected:
+ IPAnisotropicPlasticity *_ipv;
+ public:
+ AnisotropicPlasticityDG3DIPVariable(const mlawAnisotropicPlasticity &_anisoLaw, const bool createBodyForceHO, const bool oninter);
+ AnisotropicPlasticityDG3DIPVariable(const AnisotropicPlasticityDG3DIPVariable &source);
+ virtual AnisotropicPlasticityDG3DIPVariable& operator=(const IPVariable &source);
+ virtual ~AnisotropicPlasticityDG3DIPVariable(){if(_ipv!=NULL) {delete _ipv; _ipv=NULL;}};
+
+ virtual void setLocation(const IPVariable::LOCATION loc) {
+ dG3DIPVariable::setLocation(loc);
+ if (_ipv)
+ _ipv->setLocation(loc);
+ };
+
+ virtual IPVariable* getInternalData() {return _ipv;};
+ virtual const IPVariable* getInternalData() const {return _ipv;};
+
+ /* specific function */
+ IPAnisotropicPlasticity* getIPAnisotropicPlasticity(){return _ipv;}
+ const IPAnisotropicPlasticity* getIPAnisotropicPlasticity() const{return _ipv;}
+ virtual double get(const int i) const;
+ virtual double defoEnergy() const;
+ virtual double plasticEnergy() const;
+ virtual double damageEnergy() const {return _ipv->damageEnergy();};
+
+ virtual bool dissipationIsActive() const {return _ipv->dissipationIsActive();};
+ virtual void blockDissipation(const bool fl){ _ipv->blockDissipation(fl);}
+ virtual bool dissipationIsBlocked() const { return _ipv->dissipationIsBlocked();}
+
+ // for path following based on irreversibe energt
+ virtual double irreversibleEnergy() const {return _ipv->irreversibleEnergy();};
+ virtual double& getRefToIrreversibleEnergy() {return _ipv->getRefToIrreversibleEnergy();};
+
+ virtual const STensor3& getConstRefToDIrreversibleEnergyDDeformationGradient() const {return _ipv->getConstRefToDIrreversibleEnergyDF();};
+ virtual STensor3& getRefToDIrreversibleEnergyDDeformationGradient() {return _ipv->getRefToDIrreversibleEnergyDF();};
+
+ virtual IPVariable* clone() const {return new AnisotropicPlasticityDG3DIPVariable(*this);};
+ virtual void restart();
+};
+
class J2LinearDG3DIPVariable : public dG3DIPVariable // or store data in a different way
{
protected:
diff --git a/dG3D/src/dG3DMaterialLaw.cpp b/dG3D/src/dG3DMaterialLaw.cpp
index 4225095d4ad640f04b29b75fd1ddade5e2872a68..4fb932545352547d088a41636222ef281ab6f130 100644
--- a/dG3D/src/dG3DMaterialLaw.cpp
+++ b/dG3D/src/dG3DMaterialLaw.cpp
@@ -22,6 +22,7 @@
#include "mlawElecSMP.h"
#include <iostream>
#include <fstream>
+#include <sstream>
#include <iomanip>
#include <vector>
#include <string>
@@ -1900,6 +1901,103 @@ double ANNBasedDG3DMaterialLaw::soundSpeed() const
};
//
+void ExtraVariablesAtGaussPoints::fill(const std::string fname)
+{
+ Msg::Info("read %s",fname.c_str());
+ filled=true;
+ locations.clear();
+ field.clear();
+
+ std::ifstream inputFile(fname.c_str());
+ std::vector<double> numbers;
+ if (inputFile.is_open())
+ {
+ std::string line;
+ while (std::getline(inputFile, line))
+ {
+ std::stringstream ss(line);
+ std::string token;
+ numbers.clear();
+ while (std::getline(ss, token, ';')) {
+ double num;
+ std::istringstream(token) >> num;
+ numbers.push_back(num);
+ }
+ int numberSize=numbers.size();
+ //Msg::Info("Line of %d values",numberSize);
+ if(numberSize<4)
+ {
+ Msg::Error("Not enough numbers per line in %s",fname.c_str());
+ Msg::Exit(0);
+ }
+ SVector3 pt(numbers[0],numbers[1],numbers[2]);
+ locations.push_back(pt);
+ std::vector<double> localfield=std::vector<double>(numbers.begin()+3,numbers.end());
+ field.push_back(localfield);
+ }
+ }
+ else
+ {
+ Msg::Error("Unable to read %s",fname.c_str());
+ Msg::Exit(0);
+ }
+
+ inputFile.close();
+}
+
+const std::vector<double> &ExtraVariablesAtGaussPoints::getFieldAtClosestLocation(const SVector3 &gp) const
+{
+ std::vector<SVector3>::const_iterator it1min, it1= locations.begin();
+ std::vector< std::vector<double> >::const_iterator it2min, it2 = field.begin();
+ if (locations.size() == field.size()) {
+ double minimumdist = 1.e12;
+ SVector3 dist;
+ for (; it1 != locations.end() && it2 != field.end(); ++it1, ++it2) {
+ dist=gp;
+ dist-=*it1;
+ double norm=dist.norm();
+ if(norm <minimumdist)
+ {
+ it1min=it1;
+ it2min=it2;
+ minimumdist=norm;
+ }
+ }
+ //Msg::Info("Values at Gauss point location: %f %f %f", (*it1min)[0],(*it1min)[1],(*it1min)[2]);
+ //std::vector<double>::const_iterator it3;
+ //for (it3=it2min->begin(); it3 != it2min->end(); ++it3) {
+ // Msg::Info("Element %f",*it3);
+ //}
+ }
+ else
+ {
+ Msg::Error("ExtraVariablesAtGaussPoints locations and field not of the same size");
+ Msg::Exit(0);
+ }
+ return *it2min;
+}
+
+void ExtraVariablesAtGaussPoints::print() const
+{
+ if (locations.size() == field.size()) {
+ std::vector<SVector3>::const_iterator it1 = locations.begin();
+ std::vector< std::vector<double> >::const_iterator it2 = field.begin();
+ for (; it1 != locations.end() && it2 != field.end(); ++it1, ++it2) {
+ Msg::Info("Values at Gauss point location: %f %f %f", (*it1)[0],(*it1)[1],(*it1)[2]);
+ std::vector<double>::const_iterator it3;
+ for (it3=it2->begin(); it3 != it2->end(); ++it3) {
+ Msg::Info("Element %f",*it3);
+ }
+ }
+ }
+ else
+ {
+ Msg::Error("ExtraVariablesAtGaussPoints locations and field not of the same size");
+ Msg::Exit(0);
+ }
+}
+
+
torchANNBasedDG3DMaterialLaw::torchANNBasedDG3DMaterialLaw(const int num, const double rho, const int numberOfInput,
const int numInternalVars, const char* nameTorch, const double EXXmean, const double EXXstd, const double EXYmean,
const double EXYstd, const double EYYmean, const double EYYstd, const double EYZmean, const double EYZstd, const double EZZmean,
@@ -1910,8 +2008,10 @@ torchANNBasedDG3DMaterialLaw::torchANNBasedDG3DMaterialLaw(const int num, const
_EXXmean(EXXmean), _EXXstd(EXXstd), _EXYmean(EXYmean), _EXYstd(EXYstd), _EYYmean(EYYmean), _EYYstd(EYYstd), _EYZmean(EYZmean),
_EYZstd(EYZstd), _EZZmean(EZZmean), _EZZstd(EZZstd), _EZXmean(EZXmean), _EZXstd(EZXstd), _SXXmean(SXXmean), _SXXstd(SXXstd), _SXYmean(SXYmean),
_SXYstd(SXYstd), _SYYmean(SYYmean), _SYYstd(SYYstd), _SYZmean(SYZmean), _SYZstd(SYZstd), _SZZmean(SZZmean), _SZZstd(SZZstd),
- _SZXmean(SZXmean), _SZXstd(SZXstd), _tangentByPerturbation(pert), _pertTol(tol), _kinematicInput(EGL), _NeedExtraNorm(false),
- _numberOfExtraInput(0)
+ _SZXmean(SZXmean), _SZXstd(SZXstd), _tangentByPerturbation(pert), _pertTol(tol), _kinematicInput(EGL), _NeedExtraNorm(false),
+ _numberOfExtraInput(0),
+ _fileExtraInputsGp(""), _extraVariablesAtGaussPoints(), _time_arg(-1), _ctime(0.0)
+
{
#if defined(HAVE_TORCH)
try{
@@ -1971,7 +2071,6 @@ torchANNBasedDG3DMaterialLaw::torchANNBasedDG3DMaterialLaw(const int num, const
}
-// Modified to add _extra_inp, _latticeRadius & _latticeSize @Mohib. TODO: refractor latticeRadius and size to IPvariable
torchANNBasedDG3DMaterialLaw::torchANNBasedDG3DMaterialLaw(const torchANNBasedDG3DMaterialLaw& src):
dG3DMaterialLaw(src), _numberOfInput(src._numberOfInput), _numberOfInternalVariables(src._numberOfInternalVariables), _initialValue_h(src._initialValue_h),
_EXXmean(src._EXXmean), _EXXstd(src._EXXstd), _EXYmean(src._EXYmean), _EXYstd(src._EXYstd), _EYYmean(src._EYYmean), _EYYstd(src._EYYstd),
@@ -1980,7 +2079,8 @@ torchANNBasedDG3DMaterialLaw::torchANNBasedDG3DMaterialLaw(const torchANNBasedDG
_SYZmean(src._SYZmean), _SYZstd(src._SYZstd), _SZZmean(src._SZZmean), _SZZstd(src._SZZstd), _SZXmean(src._SZXmean), _SZXstd(src._SZXstd),
_tangentByPerturbation(src._tangentByPerturbation), _pertTol(src._pertTol), _kinematicInput(src._kinematicInput), _NeedExtraNorm(src._NeedExtraNorm),
_numberOfExtraInput(src._numberOfExtraInput), _initialValue_ExtraInput(src._initialValue_ExtraInput),
- _normParams_ExtraInput(src._normParams_ExtraInput)
+ _normParams_ExtraInput(src._normParams_ExtraInput), _fileExtraInputsGp(src._fileExtraInputsGp),
+ _extraVariablesAtGaussPoints(src._extraVariablesAtGaussPoints), _time_arg(src._time_arg), _ctime(src._ctime)
{
#if defined(HAVE_TORCH)
module = src.module;
@@ -2058,39 +2158,26 @@ void torchANNBasedDG3DMaterialLaw::setNumExtraInput(const int value){
_numberOfExtraInput = value;
}
+// Set the position of time in the extra input array @Mohib
+void torchANNBasedDG3DMaterialLaw::setTimeArg(const int value){
+ _time_arg = value;
+}
+
// Set init values for extra inputs @Mohib
void torchANNBasedDG3DMaterialLaw::setInitialExtraInput(const double value){
_initialValue_ExtraInput.push_back(value);
}
-// @Mohib TODO: Remove b4 commit
-//void torchANNBasedDG3DMaterialLaw::setLatticeParameters(const double radius, const double size){
-// _latticeRadius = radius;
-// _latticeSize = size;
-//}
-
// Set normalization parameters for extra inputs @Mohib
void torchANNBasedDG3DMaterialLaw::setNormExtraInp(const double mean, const double std){
_normParams_ExtraInput.push_back(mean);
_normParams_ExtraInput.push_back(std);
}
-// @Mohib TODO: Remove b4 commit
-//void torchANNBasedDG3DMaterialLaw::setExtraInp(const double mean, const double std){
-// _extra_inp.push_back(mean);
-// _extra_inp.push_back(std);
-//}
-
-//void torchANNBasedDG3DMaterialLaw::setInitTime(const double curr_t){
-// _pTime = curr_t;
-// _cTime = curr_t;
-//}
-
+// Update current time. and access it at GP using ctime (local scope). Necessary for surrogates that are time dependend such as MOAMMM lattices @Mohib
void torchANNBasedDG3DMaterialLaw::setTime(const double ctime, const double dtime){
dG3DMaterialLaw::setTime(ctime,dtime);
- // @Mohib TODO: remove b4 commit
- // _pTime = _cTime;
- // _cTime = ctime;
+ this->_ctime = ctime;
}
void torchANNBasedDG3DMaterialLaw::initLaws(const std::map<int,materialLaw*> &maplaw){
@@ -2107,12 +2194,6 @@ void torchANNBasedDG3DMaterialLaw::initLaws(const std::map<int,materialLaw*> &ma
Extra1(0, i) = _initialValue_ExtraInput[i];
}
- // @Mohib TODO: Remove b4 commit
- // Extra1(0,0) = _latticeRadius;
- // Extra1(0,1) = _latticeSize;
- // //TODO: Remove hardcode @Mohib
- // Extra1(0,2) = _cTime;
-
if (_tangentByPerturbation){
//TODO: Refractor this for Lattice @Mohib
static fullMatrix<double> E1_plus(1,6), S_plus(1,6);
@@ -2173,28 +2254,27 @@ void torchANNBasedDG3DMaterialLaw::createIPState(IPStateBase* &ips, bool hasBody
// check interface element
bool inter=true;
const MInterfaceElement *iele = dynamic_cast<const MInterfaceElement*>(ele);
+ std::vector<double> value_ExtraInput=_initialValue_ExtraInput;
+ SPoint3 ptGlobal;
+ ele->pnt(GP->pt[0],GP->pt[1],GP->pt[2],ptGlobal);
+ SVector3 pt(ptGlobal);
+ for(int i=0; i<value_ExtraInput.size();i++)
+ {
+ if(_extraVariablesAtGaussPoints.isStored(i))
+ {
+ value_ExtraInput[i]=_extraVariablesAtGaussPoints.returnFieldAtClosestLocation(i,pt);
+ }
+ }
+ //Msg::Info("value_ExtraInput %f %f %f", value_ExtraInput[0], value_ExtraInput[1],value_ExtraInput[2]);
+
if(iele==NULL) inter=false;
- IPVariable* ipvi = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
- IPVariable* ipv1 = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
- IPVariable* ipv2 = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
+ IPVariable* ipvi = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, value_ExtraInput);
+ IPVariable* ipv1 = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, value_ExtraInput);
+ IPVariable* ipv2 = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, value_ExtraInput);
if(ips != NULL) delete ips;
ips = new IP3State(state_,ipvi,ipv1,ipv2);
}
-// Overloading for handeling extra parameters needed at GP @Mohib
-//void torchANNBasedDG3DMaterialLaw::createIPState(IPStateBase* &ips, bool hasBodyForce, const bool* state_,const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt, const bool extraInput) const
-//{
-// // check interface element
-// bool inter=true;
-// const MInterfaceElement *iele = dynamic_cast<const MInterfaceElement*>(ele);
-// if(iele==NULL) inter=false;
-// IPVariable* ipvi = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
-// IPVariable* ipv1 = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
-// IPVariable* ipv2 = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
-// if(ips != NULL) delete ips;
-// ips = new IP3State(state_,ipvi,ipv1,ipv2);
-//}
-
void torchANNBasedDG3DMaterialLaw::createIPVariable(IPVariable* &ipv, bool hasBodyForce, const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt) const
{
if(ipv !=NULL) delete ipv;
@@ -2203,20 +2283,21 @@ void torchANNBasedDG3DMaterialLaw::createIPVariable(IPVariable* &ipv, bool hasBo
if(iele == NULL){
inter=false;
}
- ipv = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
+ std::vector<double> value_ExtraInput=_initialValue_ExtraInput;
+ SPoint3 ptGlobal;
+ ele->pnt(GP->pt[0],GP->pt[1],GP->pt[2],ptGlobal);
+ SVector3 pt(ptGlobal);
+ for(int i=0; i<value_ExtraInput.size();i++)
+ {
+ if(_extraVariablesAtGaussPoints.isStored(i))
+ {
+ value_ExtraInput[i]=_extraVariablesAtGaussPoints.returnFieldAtClosestLocation(i,pt);
+ }
+ }
+ //Msg::Info("value_ExtraInput %f %f %f", value_ExtraInput[0], value_ExtraInput[1],value_ExtraInput[2]);
+ ipv = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, value_ExtraInput);
}
-// Overloading for handling extra variables needed at GP @Mohib
-//void torchANNBasedDG3DMaterialLaw::createIPVariable(IPVariable* &ipv, bool hasBodyForce, const MElement *ele, const int nbFF_, const IntPt *GP, const int gpt, const bool extraInput) const
-//{
-// if(ipv !=NULL) delete ipv;
-// bool inter=true;
-// const MInterfaceElement *iele = dynamic_cast<const MInterfaceElement*>(ele);
-// if(iele == NULL){
-// inter=false;
-// }
-// ipv = new torchANNBasedDG3DIPVariable(_numberOfInternalVariables,_initialValue_h,hasBodyForce,inter, _numberOfExtraInput, _initialValue_ExtraInput);
-//}
void torchANNBasedDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipvp, const bool stiff, const bool checkfrac, const bool dTangent)
{
#if defined(HAVE_TORCH)
@@ -2309,20 +2390,13 @@ void torchANNBasedDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipv
}
// Get extra inputs required for torch model @Mohib
- fullMatrix<double>& Extra1 = ipvcur->getRefToExtraVariables();
-
- // @Mohib TODO: remove b4 commit
- //if(_numberOfExtraInput != 0){
- //fullMatrix<double>& Extra1 = ipvcur->getRefToExtraVariables();
-
-
- // fullMatrix<double> Extra1(1, _numberofExtraInput);
- // Extra1(0, 0) = _latticeRadius;
- // Extra1(0, 1) = _latticeSize;
- // Extra1(0, 2) = _cTime;
- //}
-
+ fullMatrix<double>& Extra1 = ipvcur->getRefToExtraVariables();
+ if(_time_arg != -1){
+ // Set the current time @Mohib
+ Extra1(0, _time_arg) = _ctime;
+ }
+ //Msg::Info("value Extra1 %f %f %f", Extra1(0,0), Extra1(0,1),Extra1(0,2));
static fullMatrix<double> S(1,6), DSDE(6,6);
const torch::Tensor& h0 = ipvprev->getConstRefToInternalVariables();
@@ -3220,6 +3294,144 @@ void J2SmallStrainDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipv
ipvcur->setRefToDGElasticTangentModuli(this->elasticStiffness);
}
+//
+AnisotropicPlasticityDG3DMaterialLaw::AnisotropicPlasticityDG3DMaterialLaw(const int num, std::string lawType, const double rho,
+ double E, const double nu, const J2IsotropicHardening &_j2IH,
+ const double tol,const bool matrixBypert, const double tolPert) :
+ dG3DMaterialLaw(num,rho,true)
+{
+ fillElasticStiffness(E, nu, elasticStiffness);
+ if (lawType=="J2")
+ {
+ _anisoLaw = new mlawAnisotropicPlasticityJ2(num,E,nu,rho,_j2IH,tol,matrixBypert,tolPert);
+ }
+ else if (lawType == "Hill48")
+ {
+ _anisoLaw = new mlawAnisotropicPlasticityHill48(num,E,nu,rho,_j2IH,tol,matrixBypert,tolPert);
+ }
+ else
+ {
+ Msg::Error("law type %s has not been implemented !!!", lawType.c_str());
+ }
+}
+
+void AnisotropicPlasticityDG3DMaterialLaw::setStrainOrder(const int order){
+ _anisoLaw->setStrainOrder(order);
+};
+
+void AnisotropicPlasticityDG3DMaterialLaw::setStressFormulation(int s)
+{
+ _anisoLaw->setStressFormulation(s);
+};
+
+void AnisotropicPlasticityDG3DMaterialLaw::setYieldParameters(const std::vector<double>& vals)
+{
+ _anisoLaw->setYieldParameters(vals);
+}
+
+AnisotropicPlasticityDG3DMaterialLaw::AnisotropicPlasticityDG3DMaterialLaw(const AnisotropicPlasticityDG3DMaterialLaw &source) :
+ dG3DMaterialLaw(source)
+{
+ _anisoLaw = NULL;
+ if (source._anisoLaw != NULL)
+ {
+ _anisoLaw = dynamic_cast<mlawAnisotropicPlasticity*>(source._anisoLaw->clone());
+ }
+}
+AnisotropicPlasticityDG3DMaterialLaw::~AnisotropicPlasticityDG3DMaterialLaw()
+{
+ if (_anisoLaw!=NULL)
+ {
+ delete _anisoLaw;
+ _anisoLaw = NULL;
+ }
+}
+
+
+void AnisotropicPlasticityDG3DMaterialLaw::createIPState(IPStateBase* &ips, bool hasBodyForce, 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 AnisotropicPlasticityDG3DIPVariable(*_anisoLaw,hasBodyForce,inter);
+ IPVariable* ipv1 = new AnisotropicPlasticityDG3DIPVariable(*_anisoLaw,hasBodyForce,inter);
+ IPVariable* ipv2 = new AnisotropicPlasticityDG3DIPVariable(*_anisoLaw,hasBodyForce,inter);
+ if(ips != NULL) delete ips;
+ ips = new IP3State(state_,ipvi,ipv1,ipv2);
+}
+
+void AnisotropicPlasticityDG3DMaterialLaw::createIPVariable(IPVariable* &ipv, bool hasBodyForce, 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 AnisotropicPlasticityDG3DIPVariable(*_anisoLaw,hasBodyForce,inter);
+}
+
+void AnisotropicPlasticityDG3DMaterialLaw::checkInternalState(IPVariable* ipv, const IPVariable* ipvp) const{
+ /* get ipvariable */
+ AnisotropicPlasticityDG3DIPVariable* ipvcur;
+ const AnisotropicPlasticityDG3DIPVariable* ipvprev;
+ FractureCohesive3DIPVariable* ipvtmp = dynamic_cast<FractureCohesive3DIPVariable*>(ipv);
+ if(ipvtmp !=NULL)
+ {
+
+ ipvcur = static_cast<AnisotropicPlasticityDG3DIPVariable*>(ipvtmp->getIPvBulk());
+ const FractureCohesive3DIPVariable *ipvtmp2 = static_cast<const FractureCohesive3DIPVariable*>(ipvp);
+ ipvprev = static_cast<const AnisotropicPlasticityDG3DIPVariable*>(ipvtmp2->getIPvBulk());
+ }
+ else
+ {
+ ipvcur = static_cast<AnisotropicPlasticityDG3DIPVariable*>(ipv);
+ ipvprev = static_cast<const AnisotropicPlasticityDG3DIPVariable*>(ipvp);
+ }
+ _anisoLaw->checkInternalState(ipvcur->getInternalData(), ipvprev->getInternalData());
+
+};
+
+void AnisotropicPlasticityDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipvp, const bool stiff, const bool checkfrac, const bool dTangent)
+{
+ /* get ipvariable */
+ AnisotropicPlasticityDG3DIPVariable* ipvcur;
+ const AnisotropicPlasticityDG3DIPVariable* ipvprev;
+ FractureCohesive3DIPVariable* ipvtmp = dynamic_cast<FractureCohesive3DIPVariable*>(ipv);
+ if(ipvtmp !=NULL)
+ {
+
+ ipvcur = static_cast<AnisotropicPlasticityDG3DIPVariable*>(ipvtmp->getIPvBulk());
+ const FractureCohesive3DIPVariable *ipvtmp2 = static_cast<const FractureCohesive3DIPVariable*>(ipvp);
+ ipvprev = static_cast<const AnisotropicPlasticityDG3DIPVariable*>(ipvtmp2->getIPvBulk());
+ }
+ else
+ {
+ ipvcur = static_cast<AnisotropicPlasticityDG3DIPVariable*>(ipv);
+ ipvprev = static_cast<const AnisotropicPlasticityDG3DIPVariable*>(ipvp);
+ }
+
+ /* strain xyz */
+ const STensor3& F1 = ipvcur->getConstRefToDeformationGradient();
+ const STensor3& F0 = ipvprev->getConstRefToDeformationGradient();
+
+ /* data for J2 law */
+ IPAnisotropicPlasticity* q1 = ipvcur->getIPAnisotropicPlasticity();
+ const IPAnisotropicPlasticity* q0 = ipvprev->getIPAnisotropicPlasticity();
+
+ STensor43& elasticL = ipvcur->getRefToElasticTangentModuli();
+ //static STensor63 dCalgdeps;
+
+ /* compute stress */
+ _anisoLaw->constitutive(F0,F1,ipvcur->getRefToFirstPiolaKirchhoffStress(),q0,q1,ipvcur->getRefToTangentModuli(),stiff,&elasticL,dTangent,ipvcur->getPtrTodCmdFm());
+
+ ipvcur->setRefToDGElasticTangentModuli(this->elasticStiffness);
+}
+//
+
+
+
J2LinearDG3DMaterialLaw::J2LinearDG3DMaterialLaw(const int num,const double rho,
double E,const double nu,const double sy0,const double h,
const double tol, const bool matrixBypert, const double tolPert) : dG3DMaterialLaw(num,rho,true),
@@ -3334,6 +3546,7 @@ void J2LinearDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipvp, co
ipvcur->setRefToDGElasticTangentModuli(this->elasticStiffness);
}
+//
//
@@ -4054,7 +4267,7 @@ void EOSDG3DMaterialLaw::createIPState(IPStateBase* &ips, bool hasBodyForce, con
dG3DMaterialLaw *DG3Dit = dynamic_cast<dG3DMaterialLaw*>(maplaw.begin()->second);
materialLaw::matname mlaw_dev = DG3Dit->getType();
- if(mlaw_dev == materialLaw::j2linear )//J2linear
+ if(mlaw_dev == materialLaw::J2 )//J2linear
{
J2LinearDG3DMaterialLaw *DG3DJ2linearit = dynamic_cast<J2LinearDG3DMaterialLaw*>(DG3Dit);
bool inter=true;
@@ -4098,7 +4311,7 @@ void EOSDG3DMaterialLaw::createIPVariable(IPVariable* &ipv, bool hasBodyForce, c
dG3DMaterialLaw *DG3Dit = dynamic_cast<dG3DMaterialLaw*>(maplaw.begin()->second);
matname mlaw_dev = DG3Dit->getType();
- if(mlaw_dev == materialLaw::j2linear)//J2linear
+ if(mlaw_dev == materialLaw::J2)//J2linear
{
J2LinearDG3DMaterialLaw *DG3DJ2linearit = dynamic_cast<J2LinearDG3DMaterialLaw*>(DG3Dit);
bool inter=true;
@@ -4150,7 +4363,7 @@ void EOSDG3DMaterialLaw::stress(IPVariable* ipv, const IPVariable* ipvp, const b
STensor3 Fdot(0.);
// STensor43 ViselasticStiff(0.);
- if(mlaw_dev == materialLaw::j2linear) //J2linear
+ if(mlaw_dev == materialLaw::J2) //J2linear
{
J2LinearDG3DMaterialLaw *DG3DJ2linearit = dynamic_cast<J2LinearDG3DMaterialLaw*>(DG3Dit);
IPJ2linear *J2linearipv = dynamic_cast<IPJ2linear*>(IPeosCUR->_IPV);
diff --git a/dG3D/src/dG3DMaterialLaw.h b/dG3D/src/dG3DMaterialLaw.h
index d7a115343c9e977626761559d7336e260df6f35c..98679f8d158fa6e96d613da3317af4f6a413ede8 100644
--- a/dG3D/src/dG3DMaterialLaw.h
+++ b/dG3D/src/dG3DMaterialLaw.h
@@ -467,6 +467,53 @@ class ANNBasedDG3DMaterialLaw : public dG3DMaterialLaw{
#endif //SWIG
};
+class ExtraVariablesAtGaussPoints
+{
+ bool filled;
+ std::vector<SVector3> locations;
+ std::vector< std::vector<double> > field;
+ std::map <int,int> _storeExtraInputAtGp; //map between location in torch input and stored location in _extraVariablesAtGaussPoints
+ public:
+ ExtraVariablesAtGaussPoints():filled(false), field(), _storeExtraInputAtGp() {}
+ ExtraVariablesAtGaussPoints(const ExtraVariablesAtGaussPoints& src):filled(src.filled), locations(src.locations), field(src.field),
+ _storeExtraInputAtGp(src._storeExtraInputAtGp) {}
+ ExtraVariablesAtGaussPoints& operator = (const ExtraVariablesAtGaussPoints& src)
+ {
+ filled=src.filled; locations=src.locations; field=src.field; _storeExtraInputAtGp=src._storeExtraInputAtGp;
+ return *this;
+ }
+ ~ExtraVariablesAtGaussPoints(){}
+ void fill(const std::string fname);
+ const std::vector<double> &getFieldAtClosestLocation(const SVector3 &gp) const;
+ void print() const;
+ void fillExtraInputAtGp(int nb1, int nb2)
+ {
+ if(_storeExtraInputAtGp.find(nb1) == _storeExtraInputAtGp.end())
+ _storeExtraInputAtGp[nb1]=nb2;
+ else
+ Msg::Error("ExtraVariablesAtGaussPoints::fillExtraInputAtGp already defined");
+ }
+ bool isStored(int nb1) const
+ {
+ if(_storeExtraInputAtGp.find(nb1) == _storeExtraInputAtGp.end())
+ return false;
+ else
+ return true;
+ }
+ double returnFieldAtClosestLocation(int nb1, const SVector3 &gp) const
+ {
+ if(!isStored(nb1))
+ Msg::Error("ExtraVariablesAtGaussPoints::returnFieldAtClosestLocation field %d is not to be stored",nb1);
+ std::map <int,int>::const_iterator it=_storeExtraInputAtGp.find(nb1);
+ const std::vector<double> & field=getFieldAtClosestLocation(gp);
+ if(it->second>field.size())
+ Msg::Error("ExtraVariablesAtGaussPoints::returnFieldAtClosestLocation field %d is not stored at location %d",nb1,it->second);
+ return field[it->second];
+ }
+
+};
+
+
class torchANNBasedDG3DMaterialLaw : public dG3DMaterialLaw{
public:
enum KinematicInput{EGL=1,U=2,smallStrain=3,EGLInc=4,UInc=5,smallStrainInc=6}; // EGL - Green Lagraneg strain, U-Biot strain, smallStrain=small strain; Inc for increments
@@ -475,19 +522,14 @@ class torchANNBasedDG3DMaterialLaw : public dG3DMaterialLaw{
int _numberOfInput;
int _numberOfInternalVariables;
double _initialValue_h;
+ int _time_arg; // If one of the extra variables is time, store its position in the array. @Mohib
bool _NeedExtraNorm;
- int _numberOfExtraInput; // number of additional inputs other than 6 (or 3 for 2D) strain components @Mohib
+ int _numberOfExtraInput; // Number of additional inputs other than 6 (or 3 for 2D) strain components @Mohib
std::vector<double> _initialValue_ExtraInput; // initial values for the extra inputs @Mohib
std::vector<double> _normParams_ExtraInput; // Container for additional inputs, it is needed for normalization @Mohib
-
- // @Mohib TODO: Remove b4 commit Retundent
- //std::vector<double> _extra_inp;
- // Lattice Parameters for Optimizer IO @Mohib
- // TODO: Read from ipvariable.
-
- // double _latticeRadius;
- // double _pTime;
- // double _cTime;
+ std::string _fileExtraInputsGp;
+ ExtraVariablesAtGaussPoints _extraVariablesAtGaussPoints;
+ double _ctime; // variable for storing current time @Mohib
#if defined(HAVE_TORCH)
torch::jit::script::Module module;
@@ -550,20 +592,31 @@ class torchANNBasedDG3DMaterialLaw : public dG3DMaterialLaw{
void setInitialHValue(double initialValue_h) {_initialValue_h=initialValue_h;};
-
// Setter for no of Extra Input Parameters @Mohib
void setNumExtraInput(const int value);
- // Setter for init values of Extra Input Parameters @Mohib
+ // Setter for storing time position (arg) in the extra array @Mohib
+ void setTimeArg(const int value);
+ // Setter for init values of Extra Inputs @Mohib
void setInitialExtraInput(const double value);
- // @Mohib TODO:Remove b4 commit
- //// Setter for Lattice Parameters @Mohib
- //void setLatticeParameters(const double radius, const double size);
+ // Setter for storing norm params of Extra Inputs @Mohib
void setNormExtraInp(const double mean, const double std);
- // @Mohib TODO:Remove b4 commit
- // Setter for extra inputs, populates the _extra_inp vector with normalization parameters
- //void setExtraInp(const double mean, const double std);
- //void setInitTime(const double curr_t);
+
+
+ void setFileExtraInputsGp(const std::string fname)
+ {
+ _fileExtraInputsGp=fname;
+ _extraVariablesAtGaussPoints.fill(fname);
+ //_extraVariablesAtGaussPoints.print();
+ //const std::vector<double> &rf=_extraVariablesAtGaussPoints.getFieldAtClosestLocation(SVector3(25,28.873,28.873));
+ //double val=_extraVariablesAtGaussPoints.returnFieldAtClosestLocation(0,SVector3(25,28.873,28.873));
+ //Msg::Info(" Field 0 at GP is %f",val);
+ }
+
+ void fillExtraInputAtGp(int nb1, int nb2)
+ {
+ _extraVariablesAtGaussPoints.fillExtraInputAtGp(nb1,nb2);
+ }
#ifndef SWIG
torchANNBasedDG3DMaterialLaw(const torchANNBasedDG3DMaterialLaw& src);
virtual ~torchANNBasedDG3DMaterialLaw();
@@ -663,6 +716,54 @@ class J2SmallStrainDG3DMaterialLaw : public dG3DMaterialLaw
#endif // SWIG
};
+class AnisotropicPlasticityDG3DMaterialLaw : public dG3DMaterialLaw
+{
+ protected:
+ mlawAnisotropicPlasticity* _anisoLaw;
+
+ public:
+
+ AnisotropicPlasticityDG3DMaterialLaw(const int num, std::string lawType, const double rho,
+ double E,const double nu,const J2IsotropicHardening &_j2IH,const double tol=1.e-6,
+ const bool matrixBypert=false, const double tolPert=1e-8);
+ void setStrainOrder(const int order);
+ void setStressFormulation(int s);
+ void setYieldParameters(const std::vector<double>& vals);
+ #ifndef SWIG
+ AnisotropicPlasticityDG3DMaterialLaw(const AnisotropicPlasticityDG3DMaterialLaw &source);
+ virtual ~AnisotropicPlasticityDG3DMaterialLaw();
+
+ // set the time of _anisoLaw
+ virtual void setTime(const double t,const double dtime){
+ dG3DMaterialLaw::setTime(t,dtime);
+ _anisoLaw->setTime(t,dtime);
+ }
+ virtual materialLaw::matname getType() const {return _anisoLaw->getType();}
+ virtual void createIPState(IPStateBase* &ips, bool hasBodyForce, 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, bool hasBodyForce, 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{return _anisoLaw->soundSpeed();} // or change value ??
+ virtual void stress(IPVariable*ipv, const IPVariable*ipvprev, const bool stiff=true, const bool checkfrac=true, const bool dTangent=false);
+ virtual const double bulkModulus() const {return _anisoLaw->bulkModulus();}
+ virtual double scaleFactor() const{return _anisoLaw->scaleFactor();}
+ virtual materialLaw* clone() const{return new AnisotropicPlasticityDG3DMaterialLaw(*this);};
+ virtual void checkInternalState(IPVariable* ipv, const IPVariable* ipvprev) const;
+ virtual bool withEnergyDissipation() const {return _anisoLaw->withEnergyDissipation();};
+ virtual void setMacroSolver(const nonLinearMechSolver* sv){
+ dG3DMaterialLaw::setMacroSolver(sv);
+ _anisoLaw->setMacroSolver(sv);
+ };
+ virtual const materialLaw *getConstNonLinearSolverMaterialLaw() const
+ {
+ return _anisoLaw;
+ }
+ virtual materialLaw *getNonLinearSolverMaterialLaw()
+ {
+ return _anisoLaw;
+ }
+ #endif // SWIG
+};
+
class J2LinearDG3DMaterialLaw : public dG3DMaterialLaw
{
friend class EOSDG3DMaterialLaw;