/**
*Checks shape functions and shape function derivatives
*/
bool CheckShapeFunctions ()
{
if(!mpShapeFunctionsValues)
KRATOS_THROW_ERROR(std::invalid_argument,"ShapeFunctionsValues NOT SET","");
if(!mpShapeFunctionsDerivatives)
KRATOS_THROW_ERROR(std::invalid_argument,"ShapeFunctionsDerivatives NOT SET","");
return 1;
}
/**
*Check deformation gradient, strains ans stresses assigned
*/
bool CheckMechanicalVariables ()
{
if(!mpGeneralizedStrainVector)
KRATOS_THROW_ERROR(std::invalid_argument,"GenralizedStrainVector NOT SET","");
if(!mpGeneralizedStressVector)
KRATOS_THROW_ERROR(std::invalid_argument,"GenralizedStressVector NOT SET","");
if(!mpConstitutiveMatrix)
KRATOS_THROW_ERROR(std::invalid_argument,"ConstitutiveMatrix NOT SET","");
return 1;
}
/**
*Checks currentprocessinfo, material properties and geometry
*/
bool CheckInfoMaterialGeometry ()
{
if(!mpCurrentProcessInfo)
KRATOS_THROW_ERROR(std::invalid_argument,"CurrentProcessInfo NOT SET","");
if(!mpMaterialProperties)
KRATOS_THROW_ERROR(std::invalid_argument,"MaterialProperties NOT SET","");
if(!mpElementGeometry)
KRATOS_THROW_ERROR(std::invalid_argument,"ElementGeometry NOT SET","");
return 1;
}
int SimoJuNonlocalDamagePlaneStrain2DLaw::Check(const Properties& rMaterialProperties,const GeometryType& rElementGeometry,const ProcessInfo& rCurrentProcessInfo)
{
int ierr = NonlocalDamage3DLaw::Check(rMaterialProperties,rElementGeometry,rCurrentProcessInfo);
if(ierr != 0) return ierr;
if(DAMAGE_THRESHOLD.Key() == 0 || rMaterialProperties.Has( DAMAGE_THRESHOLD ) == false || rMaterialProperties[DAMAGE_THRESHOLD] <= 0.0)
KRATOS_THROW_ERROR( std::invalid_argument,"DAMAGE_THRESHOLD has Key zero, is not defined or has an invalid value for property", rMaterialProperties.Id() )
if(STRENGTH_RATIO.Key() == 0 || rMaterialProperties.Has( STRENGTH_RATIO ) == false || rMaterialProperties[STRENGTH_RATIO] <= 0.0)
KRATOS_THROW_ERROR( std::invalid_argument,"STRENGTH_RATIO has Key zero, is not defined or has an invalid value for property", rMaterialProperties.Id() )
if(FRACTURE_ENERGY.Key() == 0 || rMaterialProperties.Has( FRACTURE_ENERGY ) == false || rMaterialProperties[FRACTURE_ENERGY] <= 0.0)
KRATOS_THROW_ERROR( std::invalid_argument,"FRACTURE_ENERGY has Key zero, is not defined or has an invalid value for property", rMaterialProperties.Id() )
return ierr;
}
Vector& Isotropic3D::GetValue( const Variable<Vector>& rThisVariable, Vector& rValue )
{
if ( rThisVariable == INSITU_STRESS || rThisVariable == PRESTRESS )
{
const unsigned int size = mPrestress.size();
if(rValue.size() != size)
rValue.resize(size, false );
noalias(rValue) = mPrestressFactor * mPrestress;
return rValue;
}
if ( rThisVariable == STRESSES )
{
const unsigned int size = mCurrentStress.size();
rValue.resize(size, false );
rValue = mCurrentStress;
return rValue;
}
if ( rThisVariable == PLASTIC_STRAIN_VECTOR )
{
rValue = ZeroVector( 6 );
return( rValue );
}
if ( rThisVariable == INTERNAL_VARIABLES )
{
rValue = ZeroVector( 1 );
return( rValue );
}
KRATOS_THROW_ERROR( std::logic_error, "Vector Variable case not considered", "" );
}
void TwoStepPeriodicCondition<TDim>::GetDofList(DofsVectorType& rElementalDofList, ProcessInfo& rCurrentProcessInfo)
{
KRATOS_TRY;
switch ( rCurrentProcessInfo[FRACTIONAL_STEP] )
{
case 1:
{
this->GetVelocityDofList(rElementalDofList,rCurrentProcessInfo);
break;
}
case 5:
{
this->GetPressureDofList(rElementalDofList,rCurrentProcessInfo);
break;
}
case 6:
{
this->GetVelocityDofList(rElementalDofList,rCurrentProcessInfo);
break;
}
default:
{
KRATOS_THROW_ERROR(std::logic_error,"Unexpected value for FRACTIONAL_STEP index: ",rCurrentProcessInfo[FRACTIONAL_STEP]);
}
}
KRATOS_CATCH("");
}
void Isotropic_Rankine_Yield_Function::GetValue(Matrix& Result)
{
m_inv_DeltaF.resize(3,3, false);
noalias(m_inv_DeltaF) = ZeroMatrix(3,3);
switch(mState)
{
case Plane_Stress:
{
KRATOS_THROW_ERROR(std::logic_error, "PLANE STRESS NOT IMPLEMENTED" , "");
break;
}
case Plane_Strain:
{
m_inv_DeltaF(0,0) = Result(0,0);
m_inv_DeltaF(0,1) = Result(0,1);
m_inv_DeltaF(1,0) = Result(1,0);
m_inv_DeltaF(1,1) = Result(1,1);
m_inv_DeltaF(2,2) = 1.00;
break;
}
case Tri_D:
{
noalias(m_inv_DeltaF) = Result;
break;
}
}
}
void RveGeometryDescriptor::FindCornerNodes_2D(ModelPart& modelPart)
{
m_corner_nodes.resize(4);
double x_min = std::numeric_limits<double>::max();
double x_max = -x_min;
double y_min = x_min;
double y_max = -x_min;
for(ModelPart::NodeConstantIterator it = modelPart.NodesBegin(); it != modelPart.NodesEnd(); ++it)
{
const NodePointerType& inode = *(it.base());
double ix = inode->X0();
double iy = inode->Y0();
x_min = std::min(x_min, ix);
y_min = std::min(y_min, iy);
x_max = std::max(x_max, ix);
y_max = std::max(y_max, iy);
}
double lx = x_max - x_min;
double ly = y_max - y_min;
double toleranceX = RveUtilities::Precision() * lx;
double toleranceY = RveUtilities::Precision() * ly;
for(ModelPart::NodeConstantIterator it = modelPart.NodesBegin(); it != modelPart.NodesEnd(); ++it)
{
const NodePointerType& inode = *(it.base());
double ix = inode->X0();
double iy = inode->Y0();
if((ix - x_min) <= toleranceX)
{
if((iy - y_min) <= toleranceY)
m_corner_nodes[0] = inode;
else if((y_max - iy) <= toleranceY)
m_corner_nodes[3] = inode;
}
else if((x_max - ix) <= toleranceX)
{
if((iy - y_min) <= toleranceY)
m_corner_nodes[1] = inode;
else if((y_max - iy) <= toleranceY)
m_corner_nodes[2] = inode;
}
}
for(size_t i = 0; i < m_corner_nodes.size(); i++)
{
if(m_corner_nodes[i] == NULL)
{
KRATOS_TRY
std::cout << "Cannot auto-find corner nodes: this mesh is distorted" << std::endl;
KRATOS_THROW_ERROR(std::logic_error, "Cannot auto-find corner nodes: this mesh is distorted","");
KRATOS_CATCH("")
}
}
int LinearElastic3DLaw::Check(const Properties& rMaterialProperties,
const GeometryType& rElementGeometry,
const ProcessInfo& rCurrentProcessInfo)
{
if(YOUNG_MODULUS.Key() == 0 || rMaterialProperties[YOUNG_MODULUS]<= 0.00)
KRATOS_THROW_ERROR( std::invalid_argument,"YOUNG_MODULUS has Key zero or invalid value ", "" )
const double& nu = rMaterialProperties[POISSON_RATIO];
const bool check = bool( (nu >0.499 && nu<0.501 ) || (nu < -0.999 && nu > -1.01 ) );
if(POISSON_RATIO.Key() == 0 || check==true)
KRATOS_THROW_ERROR( std::invalid_argument,"POISSON_RATIO has Key zero invalid value ", "" )
if(DENSITY.Key() == 0 || rMaterialProperties[DENSITY]<0.00)
KRATOS_THROW_ERROR( std::invalid_argument,"DENSITY has Key zero or invalid value ", "" )
return 0;
}
boost::python::object AuxiliaryUtilities::GetIthSubModelPartIsForceIntegrationGroup(ModelPart& rParentModelPart, const int& required_i){
KRATOS_TRY;
int current_i = 0;
for (ModelPart::SubModelPartsContainerType::iterator sub_model_part = rParentModelPart.SubModelPartsBegin(); sub_model_part != rParentModelPart.SubModelPartsEnd(); ++sub_model_part) {
if(current_i == required_i) {
const int is_force_integration_group = (*sub_model_part)[FORCE_INTEGRATION_GROUP];
return boost::python::object( (bool) (is_force_integration_group) );
}
current_i++;
}
KRATOS_THROW_ERROR(std::runtime_error, "The function GetIthSubModelPartIsForceIntegrationGroup required a position greater than the number of SubModelParts! The number of present submodelparts is ", rParentModelPart.NumberOfSubModelParts());
KRATOS_CATCH("");
};
boost::python::object AuxiliaryUtilities::GetIthSubModelPartName(ModelPart& rParentModelPart, const int& required_i){
KRATOS_TRY;
int current_i = 0;
for (ModelPart::SubModelPartsContainerType::iterator sub_model_part = rParentModelPart.SubModelPartsBegin(); sub_model_part != rParentModelPart.SubModelPartsEnd(); ++sub_model_part) {
if(current_i == required_i) {
const std::string& name = (*sub_model_part).Name();
return boost::python::object(name);
}
current_i++;
}
KRATOS_THROW_ERROR(std::runtime_error, "The function GetIthSubModelPartName required a position greater than the number of SubModelParts! The number of present submodelparts is ", rParentModelPart.NumberOfSubModelParts());
KRATOS_CATCH("");
};
ModelPart::NodesContainerType::Pointer AuxiliaryUtilities::GetIthSubModelPartNodes(ModelPart& rParentModelPart, const int& required_i){
KRATOS_TRY;
int current_i = 0;
for (ModelPart::SubModelPartsContainerType::iterator sub_model_part = rParentModelPart.SubModelPartsBegin(); sub_model_part != rParentModelPart.SubModelPartsEnd(); ++sub_model_part) {
if(current_i == required_i) {
return (*sub_model_part).pNodes();
}
current_i++;
}
KRATOS_THROW_ERROR(std::runtime_error, "The function GetIthSubModelPartNodes required a position greater than the number of SubModelParts! The number of present submodelparts is ", rParentModelPart.NumberOfSubModelParts());
KRATOS_CATCH("");
}
void ExplicitSolverStrategy::RepairPointersToNormalProperties(std::vector<SphericParticle*>& rCustomListOfSphericParticles) {
KRATOS_TRY
bool found = false;
const int number_of_particles = (int) rCustomListOfSphericParticles.size();
#pragma omp parallel for
for (int i = 0; i < number_of_particles; i++) {
int own_properties_id = rCustomListOfSphericParticles[i]->GetProperties().Id();
for (PropertiesIterator props_it = mpDem_model_part->GetMesh(0).PropertiesBegin(); props_it != mpDem_model_part->GetMesh(0).PropertiesEnd(); props_it++) {
int model_part_id = props_it->GetId();
if (own_properties_id == model_part_id) {
rCustomListOfSphericParticles[i]->SetProperties(*(props_it.base()));
found = true;
break;
}
}
if (found) continue;
for (PropertiesIterator props_it = mpInlet_model_part->GetMesh(0).PropertiesBegin(); props_it != mpInlet_model_part->GetMesh(0).PropertiesEnd(); props_it++) {
int model_part_id = props_it->GetId();
if (own_properties_id == model_part_id) {
rCustomListOfSphericParticles[i]->SetProperties(*(props_it.base()));
found = true;
break;
}
}
if (found) continue;
for (PropertiesIterator props_it = mpCluster_model_part->GetMesh(0).PropertiesBegin(); props_it != mpCluster_model_part->GetMesh(0).PropertiesEnd(); props_it++) {
int model_part_id = props_it->GetId();
if (own_properties_id == model_part_id) {
rCustomListOfSphericParticles[i]->SetProperties(*(props_it.base()));
found = true;
break;
}
}
if (!found) KRATOS_THROW_ERROR(std::logic_error, "This particle could not find its properties!!", "");
}
KRATOS_CATCH("")
}
void AxisymUpdatedLagrangianElement::CalculateDeformationMatrix(Matrix& rB,
Matrix& rDN_DX,
Vector& rN,
double & rCurrentRadius)
{
KRATOS_TRY
const unsigned int number_of_nodes = GetGeometry().PointsNumber();
const unsigned int dimension = GetGeometry().WorkingSpaceDimension();
rB.clear(); //set all components to zero
if( dimension == 2 )
{
for ( unsigned int i = 0; i < number_of_nodes; i++ )
{
unsigned int index = 2 * i;
rB( 0, index + 0 ) = rDN_DX( i, 0 );
rB( 1, index + 1 ) = rDN_DX( i, 1 );
rB( 2, index + 0 ) = rN[i]/rCurrentRadius;
rB( 3, index + 0 ) = rDN_DX( i, 1 );
rB( 3, index + 1 ) = rDN_DX( i, 0 );
}
}
else if( dimension == 3 )
{
std::cout<<" AXISYMMETRIC case and 3D is not possible "<<std::endl;
}
else
{
KRATOS_THROW_ERROR( std::invalid_argument, "something is wrong with the dimension", "" );
}
KRATOS_CATCH( "" )
}
void MonolithicPFEM22D::AddExplicitContribution(ProcessInfo& rCurrentProcessInfo)
{
KRATOS_TRY;
switch ( rCurrentProcessInfo[FRACTIONAL_STEP] )
{
case 10: //calculating pressure projection. notthing returned. saving data in PRESS_PROJ, PRESS_PROJ_NO_RO , NODAL_MASS and NODAL_AREA
{
this->CalculatePressureProjection(rCurrentProcessInfo);
break;
}
default:
{
KRATOS_THROW_ERROR(std::logic_error,"Unexpected value for FRACTIONAL_STEP index: ",rCurrentProcessInfo[FRACTIONAL_STEP]);
}
}
KRATOS_CATCH("");
}
void AxisymUpdatedLagrangianElement::CalculateGreenLagrangeStrain(const Matrix& rF,
Vector& rStrainVector )
{
KRATOS_TRY
const unsigned int dimension = GetGeometry().WorkingSpaceDimension();
//Right Cauchy-Green Calculation
Matrix C ( 3, 3 );
noalias( C ) = prod( trans( rF ), rF );
if( dimension == 2 )
{
//Green Lagrange Strain Calculation
if ( rStrainVector.size() != 4 ) rStrainVector.resize( 4, false );
rStrainVector[0] = 0.5 * ( C( 0, 0 ) - 1.00 );
rStrainVector[1] = 0.5 * ( C( 1, 1 ) - 1.00 );
rStrainVector[2] = 0.5 * ( C( 2, 2 ) - 1.00 );
rStrainVector[3] = C( 0, 1 ); // xy
}
else if( dimension == 3 )
{
std::cout<<" AXISYMMETRIC case and 3D is not possible "<<std::endl;
}
else
{
KRATOS_THROW_ERROR( std::invalid_argument, "something is wrong with the dimension", "" );
}
KRATOS_CATCH( "" )
}
void AxisymUpdatedLagrangianElement::CalculateDeformationGradient(const Matrix& rDN_DX,
Matrix& rF,
Matrix& rDeltaPosition,
double & rCurrentRadius,
double & rReferenceRadius)
{
KRATOS_TRY
const unsigned int number_of_nodes = GetGeometry().PointsNumber();
const unsigned int dimension = GetGeometry().WorkingSpaceDimension();
rF = identity_matrix<double> ( 3 );
if( dimension == 2 )
{
for ( unsigned int i = 0; i < number_of_nodes; i++ )
{
rF ( 0 , 0 ) += rDeltaPosition(i,0)*rDN_DX ( i , 0 );
rF ( 0 , 1 ) += rDeltaPosition(i,0)*rDN_DX ( i , 1 );
rF ( 1 , 0 ) += rDeltaPosition(i,1)*rDN_DX ( i , 0 );
rF ( 1 , 1 ) += rDeltaPosition(i,1)*rDN_DX ( i , 1 );
}
rF ( 2 , 2 ) = rCurrentRadius/rReferenceRadius;
}
else if( dimension == 3)
{
std::cout<<" AXISYMMETRIC case and 3D is not possible "<<std::endl;
}
else
{
KRATOS_THROW_ERROR( std::invalid_argument, "something is wrong with the dimension", "" );
}
KRATOS_CATCH( "" )
}
int PeriodicConditionLM2D2N::Check(const ProcessInfo& rCurrentProcessInfo)
{
MyBase::Check(rCurrentProcessInfo);
KRATOS_TRY
GeometryType & geom = this->GetGeometry();
if(geom.size() != 2) {
std::stringstream ss;
ss << "PeriodicConditionLM2D2N - The Geometry should have 2 nodes. Condition with ID = " << this->GetId();
KRATOS_THROW_ERROR(std::logic_error, ss.str(), "");
}
//verify that the variables are correctly initialized
if(DISPLACEMENT.Key() == 0)
KRATOS_THROW_ERROR(std::invalid_argument,"DISPLACEMENT has Key zero! (check if the application is correctly registered","");
if(DISPLACEMENT_LAGRANGE.Key() == 0)
KRATOS_THROW_ERROR(std::invalid_argument,"DISPLACEMENT_LAGRANGE has Key zero! (check if the application is correctly registered","");
//verify that the dofs exist
for(unsigned int i = 0; i < 2; i++)
{
NodeType & iNode = geom[i];
if(iNode.SolutionStepsDataHas(DISPLACEMENT) == false)
KRATOS_THROW_ERROR(std::invalid_argument,"missing variable DISPLACEMENT on node ", iNode.Id());
if(iNode.HasDofFor(DISPLACEMENT_X) == false || iNode.HasDofFor(DISPLACEMENT_Y) == false)
KRATOS_THROW_ERROR(std::invalid_argument,"missing one of the dofs for the variable DISPLACEMENT on node ", iNode.Id());
if(iNode.SolutionStepsDataHas(DISPLACEMENT_LAGRANGE) == false)
KRATOS_THROW_ERROR(std::invalid_argument,"missing variable DISPLACEMENT_LAGRANGE on node ", iNode.Id());
if(iNode.HasDofFor(DISPLACEMENT_LAGRANGE_X) == false || iNode.HasDofFor(DISPLACEMENT_LAGRANGE_Y) == false)
KRATOS_THROW_ERROR(std::invalid_argument,"missing one of the dofs for the variable DISPLACEMENT_LAGRANGE on node ", iNode.Id());
}
KRATOS_CATCH("")
return 0;
}
Element::Pointer AxisymUpdatedLagrangianElement::Clone( IndexType NewId, NodesArrayType const& rThisNodes ) const
{
AxisymUpdatedLagrangianElement NewElement(NewId, GetGeometry().Create( rThisNodes ), pGetProperties() );
//-----------//
NewElement.mThisIntegrationMethod = mThisIntegrationMethod;
if ( NewElement.mConstitutiveLawVector.size() != mConstitutiveLawVector.size() )
{
NewElement.mConstitutiveLawVector.resize(mConstitutiveLawVector.size());
if( NewElement.mConstitutiveLawVector.size() != NewElement.GetGeometry().IntegrationPointsNumber() )
KRATOS_THROW_ERROR( std::logic_error, "constitutive law not has the correct size ", NewElement.mConstitutiveLawVector.size() );
}
for(unsigned int i=0; i<mConstitutiveLawVector.size(); i++)
{
NewElement.mConstitutiveLawVector[i] = mConstitutiveLawVector[i]->Clone();
}
//-----------//
if ( NewElement.mDeformationGradientF0.size() != mDeformationGradientF0.size() )
NewElement.mDeformationGradientF0.resize(mDeformationGradientF0.size());
for(unsigned int i=0; i<mDeformationGradientF0.size(); i++)
{
NewElement.mDeformationGradientF0[i] = mDeformationGradientF0[i];
}
NewElement.mDeterminantF0 = mDeterminantF0;
return Element::Pointer( new AxisymUpdatedLagrangianElement(NewElement) );
}
//************************************************************************************
//************************************************************************************
void NDFluid2DCrankNicolson::CalculateRightHandSide(VectorType& rRightHandSideVector, ProcessInfo& rCurrentProcessInfo)
{
KRATOS_THROW_ERROR(std::logic_error, "method not implemented" , "");
}
/** functions totally analogous to the precedent but applied to
the "condition" objects
*/
void Condition_CalculateSystemContributions(
Condition::Pointer rCurrentCondition,
LocalSystemMatrixType& rLHS_Contribution,
LocalSystemVectorType& rRHS_Contribution,
Element::EquationIdVectorType& rEquationId,
ProcessInfo& rCurrentProcessInfo)
{
KRATOS_TRY
int thread = OpenMPUtils::ThisThread();
//Initializing the non linear iteration for the current element
//(rCurrentCondition) -> InitializeNonLinearIteration(CurrentProcessInfo);
bool LHS_Condition_Components_Set = mLocalSystem.Are_LHS_Condition_Components_Set();
std::vector<LocalSystemMatrixType>& rLHS_Components = mLocalSystem.GetLHS_Condition_Components();
const std::vector< Variable< LocalSystemMatrixType > >& rLHS_Variables = mLocalSystem.GetLHS_Condition_Variables();
bool RHS_Condition_Components_Set = mLocalSystem.Are_RHS_Condition_Components_Set();
std::vector<LocalSystemVectorType>& rRHS_Components = mLocalSystem.GetRHS_Condition_Components();
const std::vector< Variable< LocalSystemVectorType > >& rRHS_Variables = mLocalSystem.GetRHS_Condition_Variables();
if( LHS_Condition_Components_Set && RHS_Condition_Components_Set )
{
//basic operations for the element considered
(rCurrentCondition) -> CalculateLocalSystem(rLHS_Components, rLHS_Variables, rRHS_Components, rRHS_Variables, rCurrentProcessInfo);
if( rLHS_Contribution.size1() != rLHS_Components[0].size1() )
rLHS_Contribution.resize(rLHS_Components[0].size1(), rLHS_Components[0].size2());
rLHS_Contribution.clear();
for( unsigned int i=0; i<rLHS_Components.size(); i++ )
{
rLHS_Contribution += rLHS_Components[i];
}
if( rRHS_Contribution.size() != rRHS_Components[0].size() )
rRHS_Contribution.resize(rRHS_Components[0].size());
rRHS_Contribution.clear();
for( unsigned int i=0; i<rRHS_Components.size(); i++ )
{
rRHS_Contribution += rRHS_Components[i];
if( rRHS_Variables[i] == CONTACT_FORCES_VECTOR ){
//add explicit components to nodes
(rCurrentCondition) -> AddExplicitContribution(rRHS_Components[i], rRHS_Variables[i], CONTACT_FORCE, rCurrentProcessInfo);
}
}
}
else
{
if( !LHS_Condition_Components_Set && RHS_Condition_Components_Set )
{
(rCurrentCondition) -> CalculateRightHandSide(rRHS_Components, rRHS_Variables, rCurrentProcessInfo);
(rCurrentCondition) -> CalculateLeftHandSide(rLHS_Contribution, rCurrentProcessInfo);
if( rRHS_Contribution.size() != rRHS_Components[0].size() )
rRHS_Contribution.resize(rRHS_Components[0].size());
rRHS_Contribution.clear();
for( unsigned int i=0; i<rRHS_Components.size(); i++ )
{
rRHS_Contribution += rRHS_Components[i];
if( rRHS_Variables[i] == CONTACT_FORCES_VECTOR ){
//add explicit components to nodes
(rCurrentCondition) -> AddExplicitContribution(rRHS_Components[i], rRHS_Variables[i], CONTACT_FORCE, rCurrentProcessInfo);
}
//std::cout<<" Condition ["<<(rCurrentCondition) -> Id()<<"] :"<<rRHS_Contribution<<" and "<<rRHS_Components[i]<<std::endl;
}
}
else if ( LHS_Condition_Components_Set && !RHS_Condition_Components_Set )
{
KRATOS_THROW_ERROR( std::logic_error, " scheme asks for a unusual Condition LHS components not implemented ", "" )
(rCurrentCondition) -> CalculateLeftHandSide(rLHS_Components, rLHS_Variables, rCurrentProcessInfo);
(rCurrentCondition) -> CalculateRightHandSide(rRHS_Contribution, rCurrentProcessInfo);
if( rLHS_Contribution.size1() != rLHS_Components[0].size1() )
rLHS_Contribution.resize(rLHS_Components[0].size1(), rLHS_Components[0].size2());
rLHS_Contribution.clear();
for( unsigned int i=0; i<rLHS_Components.size(); i++ )
{
rLHS_Contribution += rLHS_Components[i];
}
}
else
{
(rCurrentCondition) -> CalculateLocalSystem(rLHS_Contribution, rRHS_Contribution, rCurrentProcessInfo);
}
}
if(this->mNewmark.static_dynamic !=0)
{
(rCurrentCondition) -> CalculateMassMatrix(this->mMatrix.M[thread], rCurrentProcessInfo);
(rCurrentCondition) -> CalculateDampingMatrix(this->mMatrix.D[thread], rCurrentProcessInfo);
}
(rCurrentCondition) -> EquationIdVector(rEquationId, rCurrentProcessInfo);
if(this->mNewmark.static_dynamic !=0)
{
this->AddDynamicsToLHS (rLHS_Contribution, this->mMatrix.D[thread], this->mMatrix.M[thread], rCurrentProcessInfo);
this->AddDynamicsToRHS (rCurrentCondition, rRHS_Contribution, this->mMatrix.D[thread], this->mMatrix.M[thread], rCurrentProcessInfo);
}
//AssembleTimeSpaceLHS_Condition(rCurrentCondition, rLHS_Contribution, DampMatrix, MassMatrix,CurrentProcessInfo);
KRATOS_CATCH( "" )
}
void Isotropic_Rankine_Yield_Function::Three_Vector_Return_Mapping_To_Apex(const array_1d<double,3>& PrincipalStress, Vector& delta_lamda ,array_1d<double,3>& Sigma)
{
unsigned int iter = 0;
unsigned int max = 10;
// int singular = 0;
double norma = 1.00;
double delta_lamda_a = 0.00;
double delta_lamda_b = 0.00;
double delta_lamda_c = 0.00;
const double toler = 1E-3;
double E = (*mprops)[YOUNG_MODULUS];
double NU = (*mprops)[POISSON_RATIO];
double G = 0.5*E / (1.00 + NU);
double K = E / (3.00 * (1.00-2.00*NU));
double H = mH;
Matrix d;
d.resize(3,3,false);
noalias(d) = ZeroMatrix(3,3);
Matrix d_inv;
d_inv.resize(3,3,false);
noalias(d_inv)= ZeroMatrix(3,3);
Vector residual = ZeroVector(3);
delta_lamda = ZeroVector(3);
Vector Imput_Parameters(4);
Imput_Parameters = ZeroVector(4);
Imput_Parameters[0] = mhe;
Imput_Parameters[1] = mrankine_accumulated_plastic_strain_current;
residual[0] = PrincipalStress[0] - mcurrent_Ft;
residual[1] = PrincipalStress[1] - mcurrent_Ft;
residual[2] = PrincipalStress[2] - mcurrent_Ft;
H = mpSofteningBehaviorFt->FirstDerivateFunctionBehavior(Imput_Parameters);
double Partial_Ep_gama_a = 0.00;
double Partial_Ep_gama_b = 0.00;
double Partial_Ep_gama_c = 0.00;
double prod_H_a = 0.00;
double prod_H_b = 0.00;
double prod_H_c = 0.00;
double Inc = 0.00;
d.resize(3,3);
d_inv.resize(3,3);
const double raiz2d3 = 0.8164958092773;
const double d3 = 0.3333333333333333;
double Ppvs = 0.00; /// principal plastic volumetric strain
array_1d<double,3> Ppds = ZeroVector(3); /// principal plastic desviatoric strain
array_1d<double,3> Pps = ZeroVector(3); /// principal plastic strain
array_1d<double,3> I;
I[0] = 1.00;
I[1] = 1.00;
I[2] = 1.00;
while(iter++<=max && norma>= toler)
{
prod_H_a = H * Partial_Ep_gama_a;
prod_H_b = H * Partial_Ep_gama_b;
prod_H_c = H * Partial_Ep_gama_c;
d(0,0) = -4.00 * G / 3.00 - K - prod_H_a;
d(0,1) = 2.00 * G / 3.00 - K - prod_H_b;
d(0,2) = 2.00 * G / 3.00 - K - prod_H_c;
d(1,0) = 2.00 * G / 3.00 - K - prod_H_a;
d(1,1) = -4.00 * G / 3.00 - K - prod_H_b;
d(1,2) = 2.00 * G / 3.00 - K - prod_H_c;
d(2,0) = 2.00 * G / 3.00 - K - prod_H_a;
d(2,1) = 2.00 * G / 3.00 - K - prod_H_b;
d(2,2) = -4.00 * G / 3.00 - K - prod_H_c;
// singular = SD_MathUtils<double>::InvertMatrix(d, d_inv);
noalias(delta_lamda) = delta_lamda - Vector(prod(d_inv, residual));
delta_lamda_a = delta_lamda[0];
delta_lamda_b = delta_lamda[1];
delta_lamda_c = delta_lamda[2];
/// normal
///mrankine_accumulated_plastic_strain_current= mrankine_accumulated_plastic_strain_old+ delta_lamda_a + delta_lamda_b + delta_lamda_c;
///von mises
Inc = 0.81649658092773 * norm_2(delta_lamda);
mrankine_accumulated_plastic_strain_current = mrankine_accumulated_plastic_strain_old + Inc;
/// computing Kp_punto.
/// volumetric and desviatoric plastic strain
Pps[0] = delta_lamda_a;
Pps[1] = delta_lamda_b;
Pps[2] = delta_lamda_c;
Ppvs = Pps[0] + Pps[1] + Pps[2];
noalias(Ppds) = Pps - d3 * Ppvs * I;
Inc = raiz2d3* std::sqrt(inner_prod(Pps,Pps));
mrankine_accumulated_plastic_strain_current = mrankine_accumulated_plastic_strain_old + Inc;
ComputeActualStrees(Ppvs, Ppds, PrincipalStress, Sigma);
ComputeActualStrain(Pps);
CalculatePlasticDamage(Sigma);
/// Updatinf mFt
Partial_Ep_gama_a = (2.00/3.00) * delta_lamda_a/Inc;
Partial_Ep_gama_b = (2.00/3.00) * delta_lamda_b/Inc;
Partial_Ep_gama_b = (2.00/3.00) * delta_lamda_c/Inc;
Imput_Parameters[1] = mrankine_accumulated_plastic_strain_current;
Imput_Parameters[2] = mpastic_damage_old;
Imput_Parameters[3] = mpastic_damage_current;
mcurrent_Ft = mpSofteningBehaviorFt->FunctionBehavior(Imput_Parameters);
H = mpSofteningBehaviorFt->FirstDerivateFunctionBehavior(Imput_Parameters);
/// ft se anulan
if(mcurrent_Ft<=toler)
{
mcurrent_Ft = 0.00;
//delta_lamda_a = delta_lamda[0];
//delta_lamda_b = delta_lamda[1];
//delta_lamda_c = delta_lamda[2];
break;
}
else
{
residual[0] = PrincipalStress[0] - mcurrent_Ft;
residual[1] = PrincipalStress[1] - mcurrent_Ft;
residual[2] = PrincipalStress[2] - mcurrent_Ft;
residual[0] = residual[0] - delta_lamda_a*( 4.00 * G / 3.00 + K ) - delta_lamda_b*( -2.00 * G / 3.00 + K ) - delta_lamda_c*( -2.00 * G / 3.00 + K );
residual[1] = residual[1] - delta_lamda_a*(-2.00 * G / 3.00 + K ) - delta_lamda_b*( 4.00 * G / 3.00 + K ) - delta_lamda_c*( -2.00 * G / 3.00 + K );
residual[2] = residual[2] - delta_lamda_a*(-2.00 * G / 3.00 + K ) - delta_lamda_b*( -2.00 * G / 3.00 + K ) - delta_lamda_c*( 4.00 * G / 3.00 + K );
norma = norm_2(residual);
}
}
if(iter>=max || delta_lamda_a<0.0 || delta_lamda_b<0.0 || delta_lamda_c<0)
{
KRATOS_WATCH(iter)
KRATOS_WATCH(norma)
KRATOS_WATCH(mcurrent_Ft)
KRATOS_WATCH(Sigma)
KRATOS_WATCH(PrincipalStress)
KRATOS_WATCH(delta_lamda)
std::cout<< "RETURN MAPPING APEX RANKINE NOT CONVERGED" << std::endl;
KRATOS_THROW_ERROR(std::logic_error, "RETURN MAPPING APEX RANKINE NOT CONVERGED" , "");
}
if(mcurrent_Ft <= 0.00)
{
Sigma[0] = 0.00;
Sigma[1] = 0.00;
Sigma[2] = 0.00;
}
else
{
/// volumetric and desviatoric plastic strain
Pps[0] = delta_lamda_a;
Pps[1] = delta_lamda_b;
Pps[2] = delta_lamda_c;
Ppvs = Pps[0] + Pps[1] + Pps[2];
noalias(Ppds) = Pps - d3 * Ppvs * I;
noalias(Sigma) = PrincipalStress - 2.00 * G * Ppds - K * Ppvs * I;
//Sigma[0] = PrincipalStress[0] - delta_lamda_a*( 4.00 * G / 3.00 + K ) - delta_lamda_b*( -2.00 * G / 3.00 + K ) - delta_lamda_c*( -2.00 * G / 3.00 + K );
//Sigma[1] = PrincipalStress[1] - delta_lamda_a*(-2.00 * G / 3.00 + K ) - delta_lamda_b*( 4.00 * G / 3.00 + K ) - delta_lamda_c*( -2.00 * G / 3.00 + K );
//Sigma[2] = PrincipalStress[2] - delta_lamda_a*(-2.00 * G / 3.00 + K ) - delta_lamda_b*( -2.00 * G / 3.00 + K ) - delta_lamda_c*( 4.00 * G / 3.00 + K );
}
Vector PPS_bar(3);
Imput_Parameters = ZeroVector(3);
ComputePlasticStrainBar(mplastic_strain_old ,m_inv_DeltaF, PPS_bar);
mPrincipalPlasticStrain_current[0] = /*mPrincipalPlasticStrain_old[0]*/ PPS_bar[0] + delta_lamda_a;
mPrincipalPlasticStrain_current[1] = /*mPrincipalPlasticStrain_old[0]*/ PPS_bar[1] + delta_lamda_b;
mPrincipalPlasticStrain_current[2] = /*mPrincipalPlasticStrain_old[0]*/ PPS_bar[2] + delta_lamda_c;
}
bool Isotropic_Rankine_Yield_Function::One_Vector_Return_Mapping_To_Main_Plane(const array_1d<double,3>& PrincipalStress, Vector& delta_lamda, array_1d<double,3>& Sigma)
{
unsigned int iter = 0;
double norma = 1.00;
double delta_lamda_a = 0.00;
double E = (*mprops)[YOUNG_MODULUS];
double NU = (*mprops)[POISSON_RATIO];
double G = 0.5*E / (1.00 + NU);
double K = E / (3.00 * (1.00-2.00*NU));
double H = 0.00;
double d = 0.00;
double residual = 0.00;
const double toler = 1E-3;
const double raiz_2_3 = 0.81649658092773;
unsigned int max = 1000;
double Partial_Ep_gama_a = 0.00;
double Inc = 0.00;
const double d3 = 0.3333333333333333;
const double raiz2d3 = 0.8164958092773;
double Ppvs = 0.00; /// principal plastic volumetric strain
array_1d<double,3> Ppds = ZeroVector(3); /// principal plastic desviatoric strain
array_1d<double,3> Pps = ZeroVector(3); /// principal plastic strain
array_1d<double,3> I;
I[0] = 1.00;
I[1] = 1.00;
I[2] = 1.00;
delta_lamda = ZeroVector(1);
residual = PrincipalStress[0] - mcurrent_Ft;;
norma = residual/mcurrent_Ft;
Vector Imput_Parameters(4);
Imput_Parameters = ZeroVector(4);
Imput_Parameters[0] = mhe;
Imput_Parameters[1] = mrankine_accumulated_plastic_strain_current;
while(iter++<=max && norma>= toler)
{
Partial_Ep_gama_a = raiz_2_3; /// Acumulated Vond misses
H = mpSofteningBehaviorFt->FirstDerivateFunctionBehavior(Imput_Parameters);
d = -4.00 * G / 3.00 - K - H * Partial_Ep_gama_a;
delta_lamda[0] = delta_lamda[0] - (residual / d);
///normal acuulated
///mrankine_accumulated_plastic_strain_current= mrankine_accumulated_plastic_strain_old+ delta_lamda[0];
/// von mises
mrankine_accumulated_plastic_strain_current = mrankine_accumulated_plastic_strain_old + raiz_2_3 * delta_lamda[0];
/// computing Kp_punto.
/// volumetric and desviatoric plastic strain
Pps[0] = delta_lamda_a;
Pps[1] = 0.00;
Pps[2] = 0.00;
Ppvs = Pps[0] + Pps[1] + Pps[2];
noalias(Ppds) = Pps - d3 * Ppvs * I;
Inc = raiz2d3* std::sqrt(inner_prod(Pps,Pps));
mrankine_accumulated_plastic_strain_current = mrankine_accumulated_plastic_strain_old + Inc;
ComputeActualStrees(Ppvs, Ppds, PrincipalStress, Sigma);
ComputeActualStrain(Pps);
CalculatePlasticDamage(Sigma);
///* Updatinf mFt
Imput_Parameters[1] = mrankine_accumulated_plastic_strain_current;
Imput_Parameters[2] = mpastic_damage_old;
Imput_Parameters[3] = mpastic_damage_current;
mcurrent_Ft = mpSofteningBehaviorFt->FunctionBehavior(Imput_Parameters);
delta_lamda_a = delta_lamda[0];
///* comprobando si mft se cumplio
if(mcurrent_Ft <= toler)
{
mcurrent_Ft = toler;
break;
}
else
{
///* update teh current value
residual = PrincipalStress[0] - mcurrent_Ft - delta_lamda_a * (4.00 * G / 3.00 + K);
norma = fabs(residual/mcurrent_Ft);
}
}
if(iter>=max) //|| std::delta_lamda_a<0.00){
{
//return false;
KRATOS_WATCH(norma)
KRATOS_WATCH(PrincipalStress[0])
KRATOS_WATCH(PrincipalStress[1])
KRATOS_WATCH(PrincipalStress[2])
KRATOS_WATCH(delta_lamda_a)
KRATOS_WATCH(residual)
KRATOS_WATCH(mcurrent_Ft)
std::cout<< "RETURN MAPPING TO MAIN PLANE RANKINE NOT CONVERGED" << std::endl;
KRATOS_THROW_ERROR(std::logic_error, "RETURN MAPPING TO MAIN PLANE RANKINE NOT CONVERGED" , "");
}
///* Updating Stress
if(mcurrent_Ft <=toler)
{
Sigma[0] = 0.00;
Sigma[1] = 0.00;
Sigma[2] = 0.00;
}
else
{
/// volumetric and desviatoric plastic strain
Pps[0] = delta_lamda_a;
Pps[1] = 0.00;
Pps[2] = 0.00;
Ppvs = Pps[0] + Pps[1] + Pps[2];
noalias(Ppds) = Pps - d3 * Ppvs * I;
//Sigma[0] = PrincipalStress[0] - delta_lamda_a*(4.00 * G / 3.00 + K );
//Sigma[1] = PrincipalStress[1] - delta_lamda_a*(-2.00 * G / 3.00 + K );
//Sigma[2] = PrincipalStress[2] - delta_lamda_a*(-2.00 * G / 3.00 + K );
noalias(Sigma) = PrincipalStress - 2.00 * G * Ppds - K * Ppvs * I;
}
bool check = CheckValidity(Sigma);
if(check==true)
{
Vector PPS_bar(3);
PPS_bar = ZeroVector(3);
ComputePlasticStrainBar(mplastic_strain_old ,m_inv_DeltaF, PPS_bar);
//updating the correct principal pastic strain
mPrincipalPlasticStrain_current[0] = /*mPrincipalPlasticStrain_old[0]*/ PPS_bar[0] + delta_lamda_a;
mPrincipalPlasticStrain_current[1] = /*mPrincipalPlasticStrain_old[1]*/ PPS_bar[1];
mPrincipalPlasticStrain_current[2] = /*mPrincipalPlasticStrain_old[2]*/ PPS_bar[2];
return true;
}
else
return false;
}
NonlocalDamageUtilities() {}
///------------------------------------------------------------------------------------
/// Destructor
virtual ~NonlocalDamageUtilities()
{
//mNonlocalPointList.clear();
//mNonlocalPointList.shrink_to_fit();
}
///----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
virtual void SearchGaussPointsNeighbours (Parameters* pParameters, ModelPart& rModelPart)
{
KRATOS_THROW_ERROR( std::logic_error, "Calling the default SearchGaussPointsNeighbours method", "" )
}
///----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
void CalculateNonlocalEquivalentStrain (Parameters* pParameters, const ProcessInfo& CurrentProcessInfo)
{
int NGPoints = static_cast<int>(mNonlocalPointList.size());
double CharacteristicLength = (*pParameters)["characteristic_length"].GetDouble();
// Loop through all Gauss Points
#pragma omp parallel for
for(int i = 0; i < NGPoints; i++)
{
double LocalEquivalentStrain;
double NonlocalEquivalentStrain;
Matrix& Isotropic3D::GetValue( const Variable<Matrix>& rThisVariable, Matrix& rValue )
{
KRATOS_THROW_ERROR( std::logic_error, "Matrix Variable case not considered", "" );
}
Plasticity2D::Plasticity2D()
: ConstitutiveLaw()
{
KRATOS_THROW_ERROR( std::logic_error, "Calling the empty constructor.", "" );
}
C(1, 2) = 0.0;
C(2, 0) = 0.0;
C(2, 1) = 0.0;
C(2, 2) = c3;
}
//**********************************************************************
void IsotropicRankineDamage2D::CalculateCauchyStresses(
Vector& rCauchy_StressVector,
const Matrix& rF,
const Vector& rPK2_StressVector,
const Vector& rGreenLagrangeStrainVector)
{
KRATOS_THROW_ERROR(std::logic_error,"method not yet implemented","")
}
//**********************************************************************
//**********************************************************************
void IsotropicRankineDamage2D::Calculate(const Variable<double>& rVariable,
double& Output,
const ProcessInfo& rCurrentProcessInfo)
{
}
void IsotropicRankineDamage2D::CalculateMaterialResponse(const Vector& StrainVector,
const Matrix& DeformationGradient,
Vector& StressVector,
Matrix& AlgorithmicTangent,
void BeamElement::CalculateSectionProperties()
{
KRATOS_TRY
array_1d<double, 3> x_0;
array_1d<double, 3> x_1; // Vector que contiene coordenadas de los nodos.
array_1d<double, 3> length; // Vector que contiene la direccion de la barra.
// double minimo, maximo, B;
// const double b = GetProperties()[BASE];
// const double h = GetProperties()[HEIGHT];
if( GetProperties().Has(CROSS_AREA) )
mArea = GetProperties()[CROSS_AREA];
else
mArea = GetValue(AREA);
Matrix* inertia;
if( GetProperties().Has(LOCAL_INERTIA) )
{
inertia = &(GetProperties()[LOCAL_INERTIA]);
}
else if( GetProperties().Has(INERTIA) )
{
inertia = &(GetProperties()[INERTIA]);
}
else if( Has(LOCAL_INERTIA) )
{
inertia = &(GetValue(LOCAL_INERTIA));
}
else if( Has(INERTIA) )
{
inertia = &(GetValue(INERTIA));
}
else
KRATOS_THROW_ERROR(std::logic_error, "The Inertia is not fully defined for the element", "")
mInertia_x = (*inertia)(0,0);
mInertia_y = (*inertia)(1,1);
mInertia_Polar = (*inertia)(0,1);
// mInertia_x = b * h * h * h / 12.0;
// mInertia_y = b * b * b * h / 12.0;
// minimo = std::min( b, h );
// maximo = std::max( b, h );
// B = ( 1.00 - 0.63 * ( minimo / maximo ) * ( 1 - ( pow( minimo, 4 ) / ( 12 * pow( maximo, 4 ) ) ) ) ) / 3; // constante torsional. Solo para secciones rectangulares.
// mInertia_Polar = B * minimo * minimo * minimo * maximo;
// mArea = b * h;
x_0( 0 ) = GetGeometry()[0].X0();
x_0( 1 ) = GetGeometry()[0].Y0();
x_0( 2 ) = GetGeometry()[0].Z0();
x_1( 0 ) = GetGeometry()[1].X0();
x_1( 1 ) = GetGeometry()[1].Y0();
x_1( 2 ) = GetGeometry()[1].Z0();
noalias( length ) = x_1 - x_0;
mlength = std::sqrt( inner_prod( length, length ) );
if (mlength == 0.00)
KRATOS_THROW_ERROR(std::invalid_argument, "Zero length found in elemnet #", this->Id());
KRATOS_CATCH( "" )
}