void ConvDiffAnisotropic2DLaw::CalculateMaterialResponseCauchy (Parameters& rValues)
{
// get some references
const Properties& props = rValues.GetMaterialProperties();
Vector& strainVector = rValues.GetStrainVector();
Vector& stressVector = rValues.GetStressVector();
Matrix& constitutiveMatrix = rValues.GetConstitutiveMatrix();
Flags& Options = rValues.GetOptions();
bool compute_constitutive_tensor = Options.Is(COMPUTE_CONSTITUTIVE_TENSOR);
bool compute_stress = Options.Is(COMPUTE_STRESS) || compute_constitutive_tensor;
SizeType size = GetStrainSize();
if (compute_stress)
if (stressVector.size() != size)
stressVector.resize(size, false);
if (compute_constitutive_tensor)
if (constitutiveMatrix.size1() != size || constitutiveMatrix.size2() != size)
constitutiveMatrix.resize(size, size, false);
if (compute_stress)
{
CalculateStress(props, strainVector, stressVector);
}
if (compute_constitutive_tensor)
{
CalculateConstitutiveMatrix(props, strainVector, stressVector, constitutiveMatrix);
}
}
void ConvDiffInterface2DLaw::CalculateMaterialResponseCauchy (Parameters& rValues)
{
const Properties& props = rValues.GetMaterialProperties();
Vector& strainVector = rValues.GetStrainVector();
Vector& stressVector = rValues.GetStressVector();
Matrix& constitutiveMatrix = rValues.GetConstitutiveMatrix();
Flags& Options = rValues.GetOptions();
bool compute_constitutive_tensor = Options.Is(COMPUTE_CONSTITUTIVE_TENSOR);
bool compute_stress = Options.Is(COMPUTE_STRESS) || compute_constitutive_tensor;
SizeType size = GetStrainSize();
if(compute_stress)
if(stressVector.size() != size)
stressVector.resize(size, false);
if(compute_constitutive_tensor)
if(constitutiveMatrix.size1() != size || constitutiveMatrix.size2() != size)
constitutiveMatrix.resize(size, size, false);
CalculationData data;
InitializeCalculationData( props, rValues.GetElementGeometry(), strainVector, data );
std::stringstream ss;
//std::cout << "CalculateMaterialResponseCauchy - strainVector = " << strainVector << std::endl;
//std::cout << "CalculateMaterialResponseCauchy - constitutiveMatrix = " << constitutiveMatrix << std::endl;
if (data.ExpCurveTypeFlag)
{
CalculateElasticStressVector(data, strainVector);
//std::cout << "CalculateMaterialResponseCauchy - ElasticStressVector = " << data.ElasticStressVector << std::endl;
CalculateEquivalentMeasure(data);
UpdateDamage(data);
CalculateContactConductivity(data);
}
else
{
CalculateEffectiveOpening(data);
UpdateDamage(data);
CalculateContactConductivity(data);
}
mD1 = data.D1; // Update the mK1 to the current value
if( compute_stress )
{
CalculateStress(data, strainVector, stressVector);
}
//std::cout << "CalculateMaterialResponseCauchy - CalculateStress = " << stressVector << std::endl;
if( compute_constitutive_tensor )
{
CalculateConstitutiveMatrix( data, strainVector, stressVector, constitutiveMatrix );
}
std::cout << ss.str();
}
void ConvDiffInterface2DLaw::GetLawFeatures(Features& rFeatures)
{
//Set the type of law
rFeatures.mOptions.Set( PLANE_STRESS_LAW ); // TODO: INTERFACE 2D LAW
rFeatures.mOptions.Set( INFINITESIMAL_STRAINS );
rFeatures.mOptions.Set( ISOTROPIC );
//Set strain measure required by the consitutive law
rFeatures.mStrainMeasures.push_back(StrainMeasure_Infinitesimal);
//Set the strain size
rFeatures.mStrainSize = GetStrainSize();
//Set the space dimension
rFeatures.mSpaceDimension = WorkingSpaceDimension();
}
void LocalDamagePlaneStrain2DLaw::GetLawFeatures(Features& rFeatures)
{
//Set the type of law
rFeatures.mOptions.Set( PLANE_STRAIN_LAW );
rFeatures.mOptions.Set( INFINITESIMAL_STRAINS );
rFeatures.mOptions.Set( ISOTROPIC );
//Set strain measure required by the consitutive law
rFeatures.mStrainMeasures.push_back(StrainMeasure_Infinitesimal);
//rFeatures.mStrainMeasures.push_back(StrainMeasure_Deformation_Gradient);
//Set the strain size
rFeatures.mStrainSize = GetStrainSize();
//Set the spacedimension
rFeatures.mSpaceDimension = WorkingSpaceDimension();
}
void HyperElasticUP3DLaw::GetLawFeatures(Features& rFeatures)
{
//Set the type of law
rFeatures.mOptions.Set( THREE_DIMENSIONAL_LAW );
rFeatures.mOptions.Set( FINITE_STRAINS );
rFeatures.mOptions.Set( ISOTROPIC );
rFeatures.mOptions.Set( U_P_LAW );
//Set strain measure required by the consitutive law
rFeatures.mStrainMeasures.push_back(StrainMeasure_Deformation_Gradient);
//Set the strain size
rFeatures.mStrainSize = GetStrainSize();
//Set the spacedimension
rFeatures.mSpaceDimension = WorkingSpaceDimension();
}
void ScalarDamageInterface2DLaw::CalculateMaterialResponseCauchy (Parameters& rValues)
{
const Properties& props = rValues.GetMaterialProperties();
const Vector& strainVector = rValues.GetStrainVector();
Vector& stressVector = rValues.GetStressVector();
Matrix& constitutiveMatrix = rValues.GetConstitutiveMatrix();
Flags& Options = rValues.GetOptions();
bool compute_constitutive_tensor = Options.Is(COMPUTE_CONSTITUTIVE_TENSOR);
bool compute_stress = Options.Is(COMPUTE_STRESS) || compute_constitutive_tensor;
#ifdef INTERF_DAM_2D_IMPLEX
this->m_strain = rValues.GetStrainVector();
#endif // INTERF_DAM_2D_IMPLEX
SizeType size = GetStrainSize();
if(compute_stress)
if(stressVector.size() != size)
stressVector.resize(size, false);
if(compute_constitutive_tensor)
if(constitutiveMatrix.size1() != size || constitutiveMatrix.size2() != size)
constitutiveMatrix.resize(size, size, false);
CalculationData data;
InitializeCalculationData( props, rValues.GetElementGeometry(), strainVector, rValues.GetProcessInfo(), data );
CalculateElasticStressVector( data, strainVector );
#ifdef INTERF_DAM_2D_IMPLEX
double time_factor = 0.0;
if(m_dTime_n_converged>0.0) time_factor = data.dTime/m_dTime_n_converged;
m_dTime_n = data.dTime;
mK1 = mK1_converged + time_factor * (mK1_converged-mK1_converged_old);
mK2 = mK2_converged + time_factor * (mK2_converged-mK2_converged_old);
if(mK1 > 0.0)
{
data.D1 = 1.0 - data.Ft/(mK1+data.Ft) * std::exp( -data.Ft/(data.GI*data.Kn) * mK1 );
data.D1 = std::max( std::min( data.D1, 1.0 ), 0.0 );
}
if(mK2 > 0.0)
{
data.D2 = 1.0 - data.C0/(mK2+data.C0) * std::exp( -data.C0/data.GII/data.Kt * mK2 );
data.D2 = std::max( std::min( data.D2, 1.0 ), 0.0 );
}
#ifdef USE_AS_BRICK_INTERFACE
data.D2 = 0.0;
if(data.D1 > 0.99)
data.D2 = 1.0;
#endif // USE_AS_BRICK_INTERFACE
#else
CalculateEquivalentMeasure( data );
UpdateDamage( data );
#endif // INTERF_DAM_2D_IMPLEX
mD1 = data.D1;
mD2 = data.D2;
if( compute_stress )
CalculateStress( data, stressVector );
//**********************************************
double sig_n = stressVector(1);
double sig_t = std::abs(stressVector(0));
double C0_d = (1.0 - mD2)*data.C0;
mYieldValue = sig_n*data.Fs + sig_t - C0_d;
//**********************************************
if( compute_constitutive_tensor )
{
if(data.ForceSecant) {
constitutiveMatrix.clear();
constitutiveMatrix(0,0) = data.Kt*(1.0-mD2);
constitutiveMatrix(1,1) = data.Kn;
if(stressVector(1) > 0.0) {
constitutiveMatrix(1,1) *= (1.0-mD1);
}
}
else {
CalculateConstitutiveMatrix( data, strainVector, stressVector, constitutiveMatrix );
}
}
}
