#include <users_modules/multifield_plasticity/src/ElasticOperators.hpp>

Inheritance diagram for OpElasticTools::OpCalculateLogStressTangent< TANGENT >:

Collaboration diagram for OpElasticTools::OpCalculateLogStressTangent< TANGENT >:

Public Member Functions
	OpCalculateLogStressTangent (const std::string field_name, boost::shared_ptr< CommonData > common_data_ptr, boost::shared_ptr< MatrixDouble > mat_D_ptr)

MoFEMErrorCode	doWork (int side, EntityType type, EntData &data)
	Operator for linear form, usually to calculate values on right hand side. More...

Public Member Functions inherited from MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator
int	getNumNodes ()
	get element number of nodes More...

const EntityHandle *	getConn ()
	get element connectivity More...

double	getVolume () const
	element volume (linear geometry) More...

double &	getVolume ()
	element volume (linear geometry) More...

FTensor::Tensor2< double *, 3, 3 > &	getJac ()
	get element Jacobian More...

FTensor::Tensor2< double *, 3, 3 > &	getInvJac ()
	get element inverse Jacobian More...

VectorDouble &	getCoords ()
	nodal coordinates More...

VolumeElementForcesAndSourcesCore *	getVolumeFE () const
	return pointer to Generic Volume Finite Element object More...

Public Member Functions inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
	UserDataOperator (const FieldSpace space, const char type=OPSPACE, const bool symm=true)

	UserDataOperator (const std::string field_name, const char type, const bool symm=true)

	UserDataOperator (const std::string row_field_name, const std::string col_field_name, const char type, const bool symm=true)

boost::shared_ptr< const NumeredEntFiniteElement >	getNumeredEntFiniteElementPtr () const
	Return raw pointer to NumeredEntFiniteElement. More...

EntityHandle	getFEEntityHandle () const
	Return finite element entity handle. More...

int	getFEDim () const
	Get dimension of finite element. More...

EntityType	getFEType () const
	Get dimension of finite element. More...

boost::weak_ptr< SideNumber >	getSideNumberPtr (const int side_number, const EntityType type)
	Get the side number pointer. More...

EntityHandle	getSideEntity (const int side_number, const EntityType type)
	Get the side entity. More...

int	getNumberOfNodesOnElement () const
	Get the number of nodes on finite element. More...

MoFEMErrorCode	getProblemRowIndices (const std::string filed_name, const EntityType type, const int side, VectorInt &indices) const
	Get row indices. More...

MoFEMErrorCode	getProblemColIndices (const std::string filed_name, const EntityType type, const int side, VectorInt &indices) const
	Get col indices. More...

const FEMethod *	getFEMethod () const
	Return raw pointer to Finite Element Method object. More...

int	getOpType () const
	Get operator types. More...

void	setOpType (const OpType type)
	Set operator type. More...

void	addOpType (const OpType type)
	Add operator type. More...

int	getNinTheLoop () const
	get number of finite element in the loop More...

int	getLoopSize () const
	get size of elements in the loop More...

std::string	getFEName () const
	Get name of the element. More...

ForcesAndSourcesCore *	getPtrFE () const

ForcesAndSourcesCore *	getSidePtrFE () const

ForcesAndSourcesCore *	getRefinePtrFE () const

const PetscData::Switches &	getDataCtx () const

const KspMethod::KSPContext	getKSPCtx () const

const SnesMethod::SNESContext	getSNESCtx () const

const TSMethod::TSContext	getTSCtx () const

Vec	getKSPf () const

Mat	getKSPA () const

Mat	getKSPB () const

Vec	getSNESf () const

Vec	getSNESx () const

Mat	getSNESA () const

Mat	getSNESB () const

Vec	getTSu () const

Vec	getTSu_t () const

Vec	getTSu_tt () const

Vec	getTSf () const

Mat	getTSA () const

Mat	getTSB () const

int	getTSstep () const

double	getTStime () const

double	getTStimeStep () const

double	getTSa () const

double	getTSaa () const

MatrixDouble &	getGaussPts ()
	matrix of integration (Gauss) points for Volume Element More...

auto	getFTensor0IntegrationWeight ()
	Get integration weights. More...

MatrixDouble &	getCoordsAtGaussPts ()
	Gauss points and weight, matrix (nb. of points x 3) More...

auto	getFTensor1CoordsAtGaussPts ()
	Get coordinates at integration points assuming linear geometry. More...

double	getMeasure () const
	get measure of element More...

double &	getMeasure ()
	get measure of element More...

MoFEMErrorCode	loopSide (const string &fe_name, ForcesAndSourcesCore *side_fe, const size_t dim, const EntityHandle ent_for_side=0, const int verb=QUIET, const LogManager::SeverityLevel sev=Sev::noisy)
	User call this function to loop over elements on the side of face. This function calls finite element with is operator to do calculations. More...

MoFEMErrorCode	loopThis (const string &fe_name, ForcesAndSourcesCore *parent_fe, const int verb=QUIET, const LogManager::SeverityLevel sev=Sev::noisy)
	User call this function to loop over parent elements. This function calls finite element with is operator to do calculations. More...

MoFEMErrorCode	loopParent (const string &fe_name, ForcesAndSourcesCore *parent_fe, const int verb=QUIET, const LogManager::SeverityLevel sev=Sev::noisy)
	User call this function to loop over parent elements. This function calls finite element with is operator to do calculations. More...

MoFEMErrorCode	loopChildren (const string &fe_name, ForcesAndSourcesCore *child_fe, const int verb=QUIET, const LogManager::SeverityLevel sev=Sev::noisy)
	User call this function to loop over parent elements. This function calls finite element with is operator to do calculations. More...

Public Member Functions inherited from MoFEM::DataOperator
	DataOperator (const bool symm=true)

virtual	~DataOperator ()=default

virtual MoFEMErrorCode	doWork (int row_side, int col_side, EntityType row_type, EntityType col_type, EntitiesFieldData::EntData &row_data, EntitiesFieldData::EntData &col_data)
	Operator for bi-linear form, usually to calculate values on left hand side. More...

virtual MoFEMErrorCode	opLhs (EntitiesFieldData &row_data, EntitiesFieldData &col_data)

virtual MoFEMErrorCode	doWork (int side, EntityType type, EntitiesFieldData::EntData &data)
	Operator for linear form, usually to calculate values on right hand side. More...

virtual MoFEMErrorCode	opRhs (EntitiesFieldData &data, const bool error_if_no_base=false)

bool	getSymm () const
	Get if operator uses symmetry of DOFs or not. More...

void	setSymm ()
	set if operator is executed taking in account symmetry More...

void	unSetSymm ()
	unset if operator is executed for non symmetric problem More...

Private Attributes
boost::shared_ptr< CommonData >	commonDataPtr

boost::shared_ptr< MatrixDouble >	matDPtr

Additional Inherited Members
Public Types inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
enum	OpType { OPROW = 1 << 0 , OPCOL = 1 << 1 , OPROWCOL = 1 << 2 , OPSPACE = 1 << 3 , OPLAST = 1 << 3 }
	Controls loop over entities on element. More...

Public Types inherited from MoFEM::DataOperator
using	DoWorkLhsHookFunType = boost::function< MoFEMErrorCode(DataOperator *op_ptr, int row_side, int col_side, EntityType row_type, EntityType col_type, EntitiesFieldData::EntData &row_data, EntitiesFieldData::EntData &col_data)>

using	DoWorkRhsHookFunType = boost::function< MoFEMErrorCode(DataOperator *op_ptr, int side, EntityType type, EntitiesFieldData::EntData &data)>

Public Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
char	opType

std::string	rowFieldName

std::string	colFieldName

FieldSpace	sPace

Public Attributes inherited from MoFEM::DataOperator
DoWorkLhsHookFunType	doWorkLhsHook

DoWorkRhsHookFunType	doWorkRhsHook

bool	sYmm
	If true assume that matrix is symmetric structure. More...

std::array< bool, MBMAXTYPE >	doEntities
	If true operator is executed for entity. More...

bool &	doVertices
	\deprectaed If false skip vertices More...

bool &	doEdges
	\deprectaed If false skip edges More...

bool &	doQuads
	\deprectaed More...

bool &	doTris
	\deprectaed More...

bool &	doTets
	\deprectaed More...

bool &	doPrisms
	\deprectaed More...

Static Public Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
static const char *const	OpTypeNames []

Protected Member Functions inherited from MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator
MoFEMErrorCode	setPtrFE (ForcesAndSourcesCore *ptr)

virtual MoFEMErrorCode	setPtrFE (ForcesAndSourcesCore *ptr)

Protected Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCore *	ptrFE

Detailed Description

template<bool TANGENT>
struct OpElasticTools::OpCalculateLogStressTangent< TANGENT >

Definition at line 867 of file ElasticOperators.hpp.

Constructor & Destructor Documentation

◆ OpCalculateLogStressTangent()

template<bool TANGENT>

OpElasticTools::OpCalculateLogStressTangent< TANGENT >::OpCalculateLogStressTangent	(	const std::string	field_name,
		boost::shared_ptr< CommonData >	common_data_ptr,
		boost::shared_ptr< MatrixDouble >	mat_D_ptr
	)

Definition at line 176 of file ElasticOperators.cpp.

    : DomainEleOp(field_name, field_name, DomainEleOp::OPROW),
      commonDataPtr(common_data_ptr), matDPtr(mat_D_ptr) {
  // Operator is only executed for vertices
  std::fill(&doEntities[MBEDGE], &doEntities[MBMAXTYPE], false);
}

Member Function Documentation

◆ doWork()

template<bool TANGENT>

MoFEMErrorCode OpElasticTools::OpCalculateLogStressTangent< TANGENT >::doWork	(	int	side,
		EntityType	type,
		EntData &	data
	)

virtual

Operator for linear form, usually to calculate values on right hand side.

Reimplemented from MoFEM::DataOperator.

Definition at line 186 of file ElasticOperators.cpp.

                                                                           {
  MoFEMFunctionBegin;
 
  const size_t nb_gauss_pts = data.getN().size1();
  auto t_D = getFTensor4DdgFromMat<3, 3, 0>(*matDPtr);
  auto t_stress = getFTensor2SymmetricFromMat<3>(*(commonDataPtr->mStressPtr));
  commonDataPtr->mPiolaStressPtr->resize(9, nb_gauss_pts, false);
  auto t_piola = getFTensor2FromMat<3, 3>(*(commonDataPtr->mPiolaStressPtr));
  auto F = getFTensor2FromMat<3, 3>(*(commonDataPtr->mDeformationGradient));
  auto C = getFTensor2SymmetricFromMat<3>(*(commonDataPtr->matC));
  auto t_eigen_vec = getFTensor2FromMat<3, 3>(*(commonDataPtr->matEigenVector));
  auto t_eigen = getFTensor1FromMat<3>(*(commonDataPtr->matEigenVal));
 
  MatrixDouble &dP_dF = *(commonDataPtr->materialTangent);
  dP_dF.resize(81, nb_gauss_pts, false);
  auto t_dP_dF = getFTensor4FromMat<3, 3, 3, 3>(dP_dF);
 
  MatrixDouble &dE_dF = *(commonDataPtr->dE_dF_mat);
  dE_dF.resize(81, nb_gauss_pts, false);
  auto t_dE_dF = getFTensor4FromMat<3, 3, 3, 3>(dE_dF);
 
  constexpr auto t_kd = Kronecker_Delta<int>();
  Ddg<double, 3, 3> TL;
  // Ddg<double, 3, 3> TL_test;
  Tensor2_symmetric<double, 3> S;
 
  for (size_t gg = 0; gg != nb_gauss_pts; ++gg) {
    FTensor::Tensor4<double, 3, 3, 3, 3> dC_dF;
    dC_dF(i, j, k, l) = (t_kd(i, l) * F(k, j)) + (t_kd(j, l) * F(k, i));
    auto dlogC_dC = calculate_lagrangian_moduli_TL<TANGENT>(t_stress, t_eigen,
                                                            t_eigen_vec, TL);
 
    t_dE_dF(i, j, k, l) = dlogC_dC(i, j, m, n) * dC_dF(m, n, k, l);
    t_dE_dF(i, j, k, l) *= 0.5;
 
    if (TANGENT) {
      S(k, l) = t_stress(i, j) * dlogC_dC(i, j, k, l);
      t_piola(i, l) = F(i, k) * S(k, l);
 
      FTensor::Ddg<double, 3, 3> P_D_P_plus_TL;
      P_D_P_plus_TL(i, j, k, l) =
          TL(i, j, k, l) +
          (dlogC_dC(i, j, o, p) * t_D(o, p, m, n)) * dlogC_dC(m, n, k, l);
      P_D_P_plus_TL(i, j, k, l) *= 0.5;
 
      t_dP_dF(i, j, m, n) = t_kd(i, m) * (t_kd(k, n) * S(k, j));
      t_dP_dF(i, j, m, n) +=
          F(i, k) * (P_D_P_plus_TL(k, j, o, p) * dC_dF(o, p, m, n));
 
      // auto Piola = to_non_symm(t_stress);
      // auto D1_from_fddsa321p = getDTensorFunction(*commonDataPtr, F, Piola);
      // auto test_lukasz =
      //     test_projection_lukasz(C, t_stress, t_eigen, t_eigen_vec, TL_test);
      // test_lukasz(i, j, k, l) *= 2;
      // TL_test(i, j, k, l) *= 4;
      // string wait;
    } else {
      // auto dlogC_dC = calculate_lagrangian_moduli_TL<false>(
      //     t_stress, t_eigen, t_eigen_vec, TL);
      S(k, l) = t_stress(i, j) * dlogC_dC(i, j, k, l);
      t_piola(i, l) = F(i, k) * S(k, l);
    }
    if (false && TANGENT) {
      if (getTStime() > 0.2) {
        {
          Ddg<double, 3, 3> TL3_lukasz;
          cout << "NEW IMPLEMENTATION" << endl;
          MeasureTime time1;
          for (int ii = 0; ii != 1000; ii++)
            auto P_proj_lukasz = test_projection_lukasz(
                C, t_stress, t_eigen, t_eigen_vec, TL3_lukasz);
        }
        Ddg<double, 3, 3> dummy33;
        {
          cout << "NEW IMPLEMENTATION" << endl;
          MeasureTime time1;
          for (int ii = 0; ii != 1000; ii++)
            auto P_proj_ = calculate_lagrangian_moduli_TL<true>(
                t_stress, t_eigen, t_eigen_vec, dummy33);
        }
        {
          cout << "(OLD) FINITE DIFFERENCE" << endl;
          auto Piola = to_non_symm(t_stress);
          MeasureTime time1;
          for (int ii = 0; ii != 1000; ii++)
            auto D1_from_fddsap = getDTensorFunction(*commonDataPtr, F, Piola);
        }
        {
          cout << "EIGENVALUES (LAPACK)" << endl;
          MeasureTime time1;
          for (int ii = 0; ii != 1000; ii++)
            CHKERR get_eigen_val_and_proj_lapack(C, t_eigen, t_eigen_vec);
        }
      }
 
      // double sum = 0;
      // double sum2 = 0;
      // double sum3 = 0;
      // double sum0 = 0;
      // for (int i = 0; i != 3; ++i)
      //   for (int j = 0; j != 3; ++j)
      //     for (int k = 0; k != 3; ++k)
      //       for (int l = 0; l != 3; ++l) {
      //         // sum0 += abs(P3_prop_lag(i, j, k, l) - dlogC_dC_test(i, j, k,
      //         l));
      //         // sum += abs(P_Proj_lukasz(i, j, k, l) - dlogC_dC_test(i, j,
      //         k, l)); sum2 += abs(dP_dF(i, j, k, l) - D1(i, j, k, l)); sum3
      //         +=
      //             abs(myDFin_lukasz(i, j, k, l) - D1_from_fd_LAG(i, j, k,
      //             l));
      //         // if (abs(myDFinFinFin(i, j, k, l) - D1(i, j, k, l)) > 1e-6)
      //         //   cout << i << j << k << l << " "
      //         //        << myDFinFinFin(i, j, k, l) / D1(i, j, k, l) << endl;
      //       }
      if (getTStime() > 0.2)
        string wait;
    }
 
    ++t_piola;
    ++t_eigen;
    ++t_eigen_vec;
    ++t_dP_dF;
    ++t_dE_dF;
    ++t_stress;
    ++F;
    ++C;
  }
 
  MoFEMFunctionReturn(0);
}

Member Data Documentation

◆ commonDataPtr

template<bool TANGENT>

boost::shared_ptr<CommonData> OpElasticTools::OpCalculateLogStressTangent< TANGENT >::commonDataPtr

private

Definition at line 874 of file ElasticOperators.hpp.

◆ matDPtr

template<bool TANGENT>

boost::shared_ptr<MatrixDouble> OpElasticTools::OpCalculateLogStressTangent< TANGENT >::matDPtr

private

Definition at line 875 of file ElasticOperators.hpp.

The documentation for this struct was generated from the following files:

users_modules/multifield_plasticity/src/ElasticOperators.hpp
users_modules/multifield_plasticity/src/impl/ElasticOperators.cpp

Public Member Functions

Private Attributes

Additional Inherited Members

Detailed Description

Constructor & Destructor Documentation

◆ OpCalculateLogStressTangent()

Member Function Documentation

◆ doWork()

Member Data Documentation

◆ commonDataPtr

◆ matDPtr