v0.14.0
Public Member Functions | Public Attributes | Private Attributes | List of all members
EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du Struct Reference
Inheritance diagram for EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du:
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Collaboration diagram for EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du:
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Public Member Functions

 OpSpatialPhysical_du_du (std::string row_field, std::string col_field, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const double alpha)
 
MoFEMErrorCode integrate (EntData &row_data, EntData &col_data)
 
MoFEMErrorCode integrateHencky (EntData &row_data, EntData &col_data)
 
MoFEMErrorCode integratePolyconvexHencky (EntData &row_data, EntData &col_data)
 
- Public Member Functions inherited from OpAssembleBasic< VolUserDataOperator >
 OpAssembleBasic (const std::string &field_name, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const char type)
 
 OpAssembleBasic (std::string row_field, std::string col_field, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const char type, const bool assemble_symmetry, ScaleOff scale_off=[]() { return 1;})
 
virtual MoFEMErrorCode integrate (EntData &data)
 
virtual MoFEMErrorCode integrate (int row_side, EntityType row_type, EntData &data)
 
virtual MoFEMErrorCode assemble (EntData &data)
 
virtual MoFEMErrorCode assemble (int row_side, EntityType row_type, EntData &data)
 
virtual MoFEMErrorCode assemble (int row_side, int col_side, EntityType row_type, EntityType col_type, EntData &row_data, EntData &col_data)
 
MoFEMErrorCode doWork (int side, EntityType type, EntData &data)
 
MoFEMErrorCode doWork (int row_side, int col_side, EntityType row_type, EntityType col_type, EntData &row_data, EntData &col_data)
 
- 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, boost::shared_ptr< Range > fe_range=nullptr, const int verb=QUIET, const LogManager::SeverityLevel sev=Sev::noisy, AdjCache *adj_cache=nullptr)
 User calls this function to loop over elements on the side of face. This function calls finite element with its operator to do calculations. More...
 
MoFEMErrorCode loopThis (const string &fe_name, ForcesAndSourcesCore *this_fe, const int verb=QUIET, const LogManager::SeverityLevel sev=Sev::noisy)
 User calls this function to loop over the same element using a different set of integration points. This function calls finite element with its 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 calls this function to loop over parent elements. This function calls finite element with its 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 calls this function to loop over parent elements. This function calls finite element with its operator to do calculations. More...
 
- Public Member Functions inherited from MoFEM::DataOperator
 DataOperator (const bool symm=true)
 
virtual ~DataOperator ()=default
 
virtual MoFEMErrorCode opLhs (EntitiesFieldData &row_data, EntitiesFieldData &col_data)
 
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...
 

Public Attributes

const double alphaU
 
- Public Attributes inherited from OpAssembleBasic< VolUserDataOperator >
const bool assembleSymmetry
 
boost::shared_ptr< DataAtIntegrationPts > dataAtPts
 data at integration pts More...
 
VectorDouble nF
 local right hand side vector More...
 
MatrixDouble K
 local tangent matrix More...
 
MatrixDouble transposeK
 
ScaleOff scaleOff
 
- 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...
 

Private Attributes

PetscBool polyConvex = PETSC_FALSE
 
MatrixDouble dP
 

Additional Inherited Members

- Public Types inherited from OpAssembleBasic< VolUserDataOperator >
using ScaleOff = boost::function< double()>
 
- 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...
 
using AdjCache = std::map< EntityHandle, std::vector< boost::weak_ptr< NumeredEntFiniteElement > >>
 
- 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)>
 
- 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)
 
- Protected Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCore * ptrFE
 

Detailed Description

Definition at line 101 of file HMHHencky.cpp.

Constructor & Destructor Documentation

◆ OpSpatialPhysical_du_du()

EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::OpSpatialPhysical_du_du ( std::string  row_field,
std::string  col_field,
boost::shared_ptr< DataAtIntegrationPts >  data_ptr,
const double  alpha 
)

Definition at line 486 of file HMHHencky.cpp.

489  : OpAssembleVolume(row_field, col_field, data_ptr, OPROWCOL, false),
490  alphaU(alpha) {
491  sYmm = false;
492 
493  CHK_MOAB_THROW(PetscOptionsGetBool(PETSC_NULL, "", "-poly_convex",
494  &polyConvex, PETSC_NULL),
495  "get polyconvex option failed");
496 }

Member Function Documentation

◆ integrate()

MoFEMErrorCode EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::integrate ( EntData &  row_data,
EntData &  col_data 
)
virtual

Reimplemented from OpAssembleBasic< VolUserDataOperator >.

Definition at line 499 of file HMHHencky.cpp.

500  {
501  MoFEMFunctionBegin;
502 
503  if (polyConvex) {
504  CHKERR integratePolyconvexHencky(row_data, col_data);
505  } else {
506  CHKERR integrateHencky(row_data, col_data);
507  }
508  MoFEMFunctionReturn(0);
509 }

◆ integrateHencky()

MoFEMErrorCode EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::integrateHencky ( EntData &  row_data,
EntData &  col_data 
)

Definition at line 512 of file HMHHencky.cpp.

513  {
514  MoFEMFunctionBegin;
515 
516  FTensor::Index<'L', size_symm> L;
517  FTensor::Index<'J', size_symm> J;
518  auto t_L = symm_L_tensor();
519  auto t_diff = diff_tensor();
520 
521  int nb_integration_pts = row_data.getN().size1();
522  int row_nb_dofs = row_data.getIndices().size();
523  int col_nb_dofs = col_data.getIndices().size();
524 
525  auto get_ftensor2 = [](MatrixDouble &m, const int r, const int c) {
526  return FTensor::Tensor2<FTensor::PackPtr<double *, 6>, size_symm,
527  size_symm>(
528 
529  &m(r + 0, c + 0), &m(r + 0, c + 1), &m(r + 0, c + 2), &m(r + 0, c + 3),
530  &m(r + 0, c + 4), &m(r + 0, c + 5),
531 
532  &m(r + 1, c + 0), &m(r + 1, c + 1), &m(r + 1, c + 2), &m(r + 1, c + 3),
533  &m(r + 1, c + 4), &m(r + 1, c + 5),
534 
535  &m(r + 2, c + 0), &m(r + 2, c + 1), &m(r + 2, c + 2), &m(r + 2, c + 3),
536  &m(r + 2, c + 4), &m(r + 2, c + 5),
537 
538  &m(r + 3, c + 0), &m(r + 3, c + 1), &m(r + 3, c + 2), &m(r + 3, c + 3),
539  &m(r + 3, c + 4), &m(r + 3, c + 5),
540 
541  &m(r + 4, c + 0), &m(r + 4, c + 1), &m(r + 4, c + 2), &m(r + 4, c + 3),
542  &m(r + 4, c + 4), &m(r + 4, c + 5),
543 
544  &m(r + 5, c + 0), &m(r + 5, c + 1), &m(r + 5, c + 2), &m(r + 5, c + 3),
545  &m(r + 5, c + 4), &m(r + 5, c + 5)
546 
547  );
548  };
549  FTensor::Index<'i', 3> i;
550  FTensor::Index<'j', 3> j;
551  FTensor::Index<'k', 3> k;
552  FTensor::Index<'l', 3> l;
553  FTensor::Index<'m', 3> m;
554  FTensor::Index<'n', 3> n;
555 
556  auto v = getVolume();
557  auto t_w = getFTensor0IntegrationWeight();
558 
559  auto t_approx_P_adjoint_dstretch =
560  getFTensor2FromMat<3, 3>(dataAtPts->adjointPdstretchAtPts);
561  auto t_eigen_vals = getFTensor1FromMat<3>(dataAtPts->eigenVals);
562  auto t_eigen_vecs = getFTensor2FromMat<3, 3>(dataAtPts->eigenVecs);
563  auto &nbUniq = dataAtPts->nbUniq;
564 
565  int row_nb_base_functions = row_data.getN().size2();
566  auto t_row_base_fun = row_data.getFTensor0N();
567 
568  auto get_dP = [&]() {
569  dP.resize(size_symm * size_symm, nb_integration_pts, false);
570  auto ts_a = getTSa();
571 
572  auto t_D = getFTensor4DdgFromPtr<3, 3, 0>(&*dataAtPts->matD.data().begin());
573  FTensor::Tensor2<double, size_symm, size_symm> t_dP_tmp;
574  t_dP_tmp(L, J) = -(1 + alphaU * ts_a) *
575  (t_L(i, j, L) *
576  ((t_D(i, j, m, n) * t_diff(m, n, k, l)) * t_L(k, l, J)));
577 
578  if (EshelbianCore::stretchSelector > LINEAR &&
579  EshelbianCore::gradApproximator > MODERATE_ROT) {
580  auto t_approx_P_adjoint_dstretch =
581  getFTensor2FromMat<3, 3>(dataAtPts->adjointPdstretchAtPts);
582  auto t_eigen_vals = getFTensor1FromMat<3>(dataAtPts->eigenVals);
583  auto t_eigen_vecs = getFTensor2FromMat<3, 3>(dataAtPts->eigenVecs);
584  auto &nbUniq = dataAtPts->nbUniq;
585 
586  auto t_dP = getFTensor2FromMat<size_symm, size_symm>(dP);
587  for (auto gg = 0; gg != nb_integration_pts; ++gg) {
588 
589  // Work of symmetric tensor on undefined tensor is equal to the work
590  // of the symmetric part of it
591  FTensor::Tensor2_symmetric<double, 3> t_sym;
592  t_sym(i, j) = (t_approx_P_adjoint_dstretch(i, j) ||
593  t_approx_P_adjoint_dstretch(j, i));
594  t_sym(i, j) /= 2.0;
595  auto t_diff2_uP2 = EigenMatrix::getDiffDiffMat(
596  t_eigen_vals, t_eigen_vecs, EshelbianCore::f, EshelbianCore::d_f,
597  EshelbianCore::dd_f, t_sym, nbUniq[gg]);
598  t_dP(L, J) = t_L(i, j, L) *
599  ((t_diff2_uP2(i, j, k, l) + t_diff2_uP2(k, l, i, j)) *
600  t_L(k, l, J)) /
601  2. +
602  t_dP_tmp(L, J);
603 
604  ++t_dP;
605  ++t_approx_P_adjoint_dstretch;
606  ++t_eigen_vals;
607  ++t_eigen_vecs;
608  }
609  } else {
610  auto t_dP = getFTensor2FromMat<size_symm, size_symm>(dP);
611  for (auto gg = 0; gg != nb_integration_pts; ++gg) {
612  t_dP(L, J) = t_dP_tmp(L, J);
613  ++t_dP;
614  }
615  }
616 
617  return getFTensor2FromMat<size_symm, size_symm>(dP);
618  };
619 
620  auto t_dP = get_dP();
621  for (int gg = 0; gg != nb_integration_pts; ++gg) {
622  double a = v * t_w;
623 
624  int rr = 0;
625  for (; rr != row_nb_dofs / 6; ++rr) {
626  auto t_col_base_fun = col_data.getFTensor0N(gg, 0);
627  auto t_m = get_ftensor2(K, 6 * rr, 0);
628  for (int cc = 0; cc != col_nb_dofs / 6; ++cc) {
629  const double b = a * t_row_base_fun * t_col_base_fun;
630  t_m(L, J) -= b * t_dP(L, J);
631  ++t_m;
632  ++t_col_base_fun;
633  }
634  ++t_row_base_fun;
635  }
636 
637  for (; rr != row_nb_base_functions; ++rr) {
638  ++t_row_base_fun;
639  }
640 
641  ++t_w;
642  ++t_dP;
643  }
644  MoFEMFunctionReturn(0);
645 }

◆ integratePolyconvexHencky()

MoFEMErrorCode EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::integratePolyconvexHencky ( EntData &  row_data,
EntData &  col_data 
)

Definition at line 647 of file HMHHencky.cpp.

648  {
649  MoFEMFunctionBegin;
650 
651  FTensor::Index<'L', size_symm> L;
652  FTensor::Index<'J', size_symm> J;
653  auto t_L = symm_L_tensor();
654  auto t_diff = diff_tensor();
655 
656  int nb_integration_pts = row_data.getN().size1();
657  int row_nb_dofs = row_data.getIndices().size();
658  int col_nb_dofs = col_data.getIndices().size();
659 
660  auto get_ftensor2 = [](MatrixDouble &m, const int r, const int c) {
661  return FTensor::Tensor2<FTensor::PackPtr<double *, 6>, size_symm,
662  size_symm>(
663 
664  &m(r + 0, c + 0), &m(r + 0, c + 1), &m(r + 0, c + 2), &m(r + 0, c + 3),
665  &m(r + 0, c + 4), &m(r + 0, c + 5),
666 
667  &m(r + 1, c + 0), &m(r + 1, c + 1), &m(r + 1, c + 2), &m(r + 1, c + 3),
668  &m(r + 1, c + 4), &m(r + 1, c + 5),
669 
670  &m(r + 2, c + 0), &m(r + 2, c + 1), &m(r + 2, c + 2), &m(r + 2, c + 3),
671  &m(r + 2, c + 4), &m(r + 2, c + 5),
672 
673  &m(r + 3, c + 0), &m(r + 3, c + 1), &m(r + 3, c + 2), &m(r + 3, c + 3),
674  &m(r + 3, c + 4), &m(r + 3, c + 5),
675 
676  &m(r + 4, c + 0), &m(r + 4, c + 1), &m(r + 4, c + 2), &m(r + 4, c + 3),
677  &m(r + 4, c + 4), &m(r + 4, c + 5),
678 
679  &m(r + 5, c + 0), &m(r + 5, c + 1), &m(r + 5, c + 2), &m(r + 5, c + 3),
680  &m(r + 5, c + 4), &m(r + 5, c + 5)
681 
682  );
683  };
684  FTensor::Index<'i', 3> i;
685  FTensor::Index<'j', 3> j;
686  FTensor::Index<'k', 3> k;
687  FTensor::Index<'l', 3> l;
688  FTensor::Index<'m', 3> m;
689  FTensor::Index<'n', 3> n;
690 
691  auto v = getVolume();
692  auto t_w = getFTensor0IntegrationWeight();
693 
694  int row_nb_base_functions = row_data.getN().size2();
695  auto t_row_base_fun = row_data.getFTensor0N();
696 
697  auto get_dP = [&]() {
698  dP.resize(size_symm * size_symm, nb_integration_pts, false);
699  auto ts_a = getTSa();
700 
701  auto t_D = getFTensor4DdgFromPtr<3, 3, 0>(&*dataAtPts->matD.data().begin());
702 
703  constexpr double nohat_k = 1. / 4;
704  constexpr double hat_k = 1. / 8;
705  double mu = dataAtPts->mu;
706  double lambda = dataAtPts->lambda;
707 
708  constexpr double third = boost::math::constants::third<double>();
709  auto t_kd = FTensor::Kronecker_Delta_symmetric<int>();
710  auto t_diff_deviator = diff_deviator(diff_tensor());
711 
712  auto t_approx_P_adjoint_dstretch =
713  getFTensor2FromMat<3, 3>(dataAtPts->adjointPdstretchAtPts);
714  auto t_log_stretch_h1 =
715  getFTensor2SymmetricFromMat<3>(dataAtPts->logStretchTotalTensorAtPts);
716  auto t_eigen_vals = getFTensor1FromMat<3>(dataAtPts->eigenVals);
717  auto t_eigen_vecs = getFTensor2FromMat<3, 3>(dataAtPts->eigenVecs);
718  auto &nbUniq = dataAtPts->nbUniq;
719 
720  auto t_dP = getFTensor2FromMat<size_symm, size_symm>(dP);
721  for (auto gg = 0; gg != nb_integration_pts; ++gg) {
722 
723  double log_det = t_log_stretch_h1(i, i);
724  double log_det2 = log_det * log_det;
725  FTensor::Tensor2_symmetric<double, 3> t_dev;
726  t_dev(i, j) = t_log_stretch_h1(i, j) - t_kd(i, j) * (third * log_det);
727  double dev_norm2 = t_dev(i, j) * t_dev(i, j);
728 
729  auto A = 2 * mu * std::exp(nohat_k * dev_norm2);
730  auto B = lambda * std::exp(hat_k * log_det2) * log_det;
731 
732  FTensor::Tensor2_symmetric<double, 3> t_A_diff, t_B_diff;
733  t_A_diff(i, j) =
734  (A * 2 * nohat_k) * (t_dev(k, l) * t_diff_deviator(k, l, i, j));
735  t_B_diff(i, j) = (B * 2 * hat_k) * log_det * t_kd(i, j) +
736  lambda * std::exp(hat_k * log_det2) * t_kd(i, j);
737  FTensor::Ddg<double, 3, 3> t_dT;
738  t_dT(i, j, k, l) =
739  t_A_diff(i, j) * (t_dev(m, n) * t_diff_deviator(m, n, k, l))
740 
741  +
742 
743  A * t_diff_deviator(m, n, i, j) * t_diff_deviator(m, n, k, l)
744 
745  +
746 
747  t_B_diff(i, j) * t_kd(k, l);
748 
749  t_dP(L, J) = -t_L(i, j, L) *
750  ((
751 
752  t_dT(i, j, k, l)
753 
754  +
755 
756  (alphaU * ts_a) * (t_D(i, j, m, n) * t_diff(m, n, k, l)
757 
758  )) *
759  t_L(k, l, J));
760 
761  // Work of symmetric tensor on undefined tensor is equal to the work
762  // of the symmetric part of it
763  if (EshelbianCore::stretchSelector > LINEAR &&
764  EshelbianCore::gradApproximator > MODERATE_ROT) {
765  FTensor::Tensor2_symmetric<double, 3> t_sym;
766  t_sym(i, j) = (t_approx_P_adjoint_dstretch(i, j) ||
767  t_approx_P_adjoint_dstretch(j, i));
768  t_sym(i, j) /= 2.0;
769  auto t_diff2_uP2 = EigenMatrix::getDiffDiffMat(
770  t_eigen_vals, t_eigen_vecs, EshelbianCore::f, EshelbianCore::d_f,
771  EshelbianCore::dd_f, t_sym, nbUniq[gg]);
772  t_dP(L, J) += t_L(i, j, L) *
773  ((t_diff2_uP2(i, j, k, l) + t_diff2_uP2(k, l, i, j)) *
774  t_L(k, l, J)) /
775  2.;
776  }
777 
778  ++t_dP;
779  ++t_approx_P_adjoint_dstretch;
780  ++t_log_stretch_h1;
781  ++t_eigen_vals;
782  ++t_eigen_vecs;
783  }
784 
785  return getFTensor2FromMat<size_symm, size_symm>(dP);
786  };
787 
788  auto t_dP = get_dP();
789  for (int gg = 0; gg != nb_integration_pts; ++gg) {
790  double a = v * t_w;
791 
792  int rr = 0;
793  for (; rr != row_nb_dofs / 6; ++rr) {
794  auto t_col_base_fun = col_data.getFTensor0N(gg, 0);
795  auto t_m = get_ftensor2(K, 6 * rr, 0);
796  for (int cc = 0; cc != col_nb_dofs / 6; ++cc) {
797  const double b = a * t_row_base_fun * t_col_base_fun;
798  t_m(L, J) -= b * t_dP(L, J);
799  ++t_m;
800  ++t_col_base_fun;
801  }
802  ++t_row_base_fun;
803  }
804 
805  for (; rr != row_nb_base_functions; ++rr) {
806  ++t_row_base_fun;
807  }
808 
809  ++t_w;
810  ++t_dP;
811  }
812  MoFEMFunctionReturn(0);
813 }

Member Data Documentation

◆ alphaU

const double EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::alphaU

Definition at line 102 of file HMHHencky.cpp.

◆ dP

MatrixDouble EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::dP
private

Definition at line 114 of file HMHHencky.cpp.

◆ polyConvex

PetscBool EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::polyConvex = PETSC_FALSE
private

Definition at line 112 of file HMHHencky.cpp.

The documentation for this struct was generated from the following file:
EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::integratePolyconvexHencky
MoFEMErrorCode integratePolyconvexHencky(EntData &row_data, EntData &col_data)
Definition: HMHHencky.cpp:647
CHK_MOAB_THROW
#define CHK_MOAB_THROW(err, msg)
Check error code of MoAB function and throw MoFEM exception.
Definition: definitions.h:589
OpAssembleBasic< VolUserDataOperator >::K
MatrixDouble K
local tangent matrix
Definition: EshelbianOperators.hpp:61
EshelbianPlasticity::LINEAR
@ LINEAR
Definition: EshelbianPlasticity.hpp:46
EshelbianPlasticity::size_symm
constexpr static auto size_symm
Definition: EshelbianAux.hpp:41
EshelbianCore::dd_f
static boost::function< double(const double)> dd_f
Definition: EshelbianCore.hpp:34
EshelbianCore::f
static boost::function< double(const double)> f
Definition: EshelbianCore.hpp:32
MoFEM::ForcesAndSourcesCore::UserDataOperator::getTSa
double getTSa() const
Definition: ForcesAndSourcesCore.hpp:1217
EshelbianCore::stretchSelector
static enum StretchSelector stretchSelector
Definition: EshelbianCore.hpp:17
MoFEM::Types::MatrixDouble
UBlasMatrix< double > MatrixDouble
Definition: Types.hpp:77
EshelbianPlasticity::diff_tensor
auto diff_tensor()
Definition: EshelbianAux.hpp:43
A
constexpr AssemblyType A
Definition: operators_tests.cpp:30
J
FTensor::Index< 'J', DIM1 > J
Definition: level_set.cpp:30
MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator::getVolume
double getVolume() const
element volume (linear geometry)
Definition: VolumeElementForcesAndSourcesCore.hpp:162
FTensor::Tensor2_symmetric
Definition: Tensor2_symmetric_value.hpp:13
MoFEM::ForcesAndSourcesCore::UserDataOperator::OPROWCOL
@ OPROWCOL
operator doWork is executed on FE rows &columns
Definition: ForcesAndSourcesCore.hpp:569
OpAssembleBasic< VolUserDataOperator >::dataAtPts
boost::shared_ptr< DataAtIntegrationPts > dataAtPts
data at integration pts
Definition: EshelbianOperators.hpp:46
sdf.r
int r
Definition: sdf.py:8
FTensor::Tensor2
Definition: Tensor2_value.hpp:16
MoFEM::ForcesAndSourcesCore::UserDataOperator::getFTensor0IntegrationWeight
auto getFTensor0IntegrationWeight()
Get integration weights.
Definition: ForcesAndSourcesCore.hpp:1241
EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::alphaU
const double alphaU
Definition: HMHHencky.cpp:102
MoFEM::EntitiesFieldData::EntData::getFTensor0N
FTensor::Tensor0< FTensor::PackPtr< double *, 1 > > getFTensor0N(const FieldApproximationBase base)
Get base function as Tensor0.
Definition: EntitiesFieldData.hpp:1502
EshelbianCore::gradApproximator
static enum RotSelector gradApproximator
Definition: EshelbianCore.hpp:16
c
const double c
speed of light (cm/ns)
Definition: initial_diffusion.cpp:39
EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::integrateHencky
MoFEMErrorCode integrateHencky(EntData &row_data, EntData &col_data)
Definition: HMHHencky.cpp:512
CHKERR
#define CHKERR
Inline error check.
Definition: definitions.h:548
a
constexpr double a
Definition: approx_sphere.cpp:30
MoFEM::EntitiesFieldData::EntData::getIndices
const VectorInt & getIndices() const
Get global indices of dofs on entity.
Definition: EntitiesFieldData.hpp:1214
MoFEM::L
VectorDouble L
Definition: Projection10NodeCoordsOnField.cpp:124
EshelbianPlasticity::diff_deviator
auto diff_deviator(FTensor::Ddg< double, 3, 3 > &&t_diff_stress)
Definition: EshelbianAux.hpp:14
i
FTensor::Index< 'i', SPACE_DIM > i
Definition: hcurl_divergence_operator_2d.cpp:27
t_kd
constexpr auto t_kd
Definition: free_surface.cpp:139
EshelbianPlasticity::symm_L_tensor
auto symm_L_tensor()
Definition: EshelbianAux.hpp:54
FTensor::Index
Definition: Index.hpp:23
EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::polyConvex
PetscBool polyConvex
Definition: HMHHencky.cpp:112
convert.n
n
Definition: convert.py:82
v
const double v
phase velocity of light in medium (cm/ns)
Definition: initial_diffusion.cpp:40
MoFEM::EntitiesFieldData::EntData::getN
MatrixDouble & getN(const FieldApproximationBase base)
get base functions this return matrix (nb. of rows is equal to nb. of Gauss pts, nb....
Definition: EntitiesFieldData.hpp:1318
j
FTensor::Index< 'j', 3 > j
Definition: matrix_function.cpp:19
FTensor::Ddg< double, 3, 3 >
mu
double mu
Definition: dynamic_first_order_con_law.cpp:97
lambda
static double lambda
Definition: incompressible_elasticity.cpp:199
EshelbianPlasticity::HMHHencky::OpSpatialPhysical_du_du::dP
MatrixDouble dP
Definition: HMHHencky.cpp:114
m
FTensor::Index< 'm', 3 > m
Definition: shallow_wave.cpp:80
FTensor::Kronecker_Delta_symmetric
Kronecker Delta class symmetric.
Definition: Kronecker_Delta.hpp:49
third
constexpr double third
Definition: EshelbianADOL-C.cpp:17
EshelbianPlasticity::MODERATE_ROT
@ MODERATE_ROT
Definition: EshelbianPlasticity.hpp:45
k
FTensor::Index< 'k', 3 > k
Definition: matrix_function.cpp:20
MoFEM::DataOperator::sYmm
bool sYmm
If true assume that matrix is symmetric structure.
Definition: DataOperators.hpp:82
MoFEMFunctionReturn
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:429
MoFEMFunctionBegin
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:359
l
FTensor::Index< 'l', 3 > l
Definition: matrix_function.cpp:21
EigenMatrix::getDiffDiffMat
auto getDiffDiffMat(A &&t_val, B &&t_vec, Fun< double > f, Fun< double > d_f, Fun< double > dd_f, C &&t_S, const int nb)
Get the Diff Diff Mat object.
Definition: MatrixFunction.hpp:279
EshelbianCore::d_f
static boost::function< double(const double)> d_f
Definition: EshelbianCore.hpp:33
MoFEM::PetscOptionsGetBool
PetscErrorCode PetscOptionsGetBool(PetscOptions *, const char pre[], const char name[], PetscBool *bval, PetscBool *set)
Definition: DeprecatedPetsc.hpp:182
OpAssembleVolume
Definition: EshelbianOperators.hpp:151
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