v0.14.0
Public Member Functions | Public Attributes | List of all members
MetaSpringBC::OpSpringFsMaterial Struct Reference

RHS-operator for the spring boundary condition element for ALE formulation. More...

#include <users_modules/basic_finite_elements/src/SpringElement.hpp>

Inheritance diagram for MetaSpringBC::OpSpringFsMaterial:
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Collaboration diagram for MetaSpringBC::OpSpringFsMaterial:
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Public Member Functions

MoFEMErrorCode doWork (int side, EntityType type, EntData &row_data)
 Operator for linear form, usually to calculate values on right hand side. More...
 
MoFEMErrorCode iNtegrate (EntData &row_data)
 Integrates and assembles to global RHS vector virtual work of springs on material positions for configurational changes for ALE formulation. More...
 
MoFEMErrorCode aSsemble (EntData &row_data)
 
 OpSpringFsMaterial (const string material_field, boost::shared_ptr< MetaSpringBC::DataAtIntegrationPtsSprings > data_at_pts, boost::shared_ptr< VolumeElementForcesAndSourcesCoreOnSide > side_fe, std::string &side_fe_name, MetaSpringBC::BlockOptionDataSprings &data)
 
- Public Member Functions inherited from MoFEM::FaceElementForcesAndSourcesCore::UserDataOperator
double getArea ()
 get area of face More...
 
VectorDoublegetNormal ()
 get triangle normal More...
 
VectorDoublegetTangent1 ()
 get triangle tangent 1 More...
 
VectorDoublegetTangent2 ()
 get triangle tangent 2 More...
 
auto getFTensor1Normal ()
 get normal as tensor More...
 
auto getFTensor1Tangent1 ()
 get tangentOne as tensor More...
 
auto getFTensor1Tangent2 ()
 get tangentTwo as tensor More...
 
int getNumNodes ()
 get element number of nodes More...
 
const EntityHandlegetConn ()
 get element connectivity More...
 
VectorDoublegetCoords ()
 get triangle coordinates More...
 
auto getFTensor1Coords ()
 get get coords at gauss points More...
 
MatrixDoublegetNormalsAtGaussPts ()
 if higher order geometry return normals at Gauss pts. More...
 
ublas::matrix_row< MatrixDoublegetNormalsAtGaussPts (const int gg)
 if higher order geometry return normals at Gauss pts. More...
 
MatrixDoublegetTangent1AtGaussPts ()
 if higher order geometry return tangent vector to triangle at Gauss pts. More...
 
MatrixDoublegetTangent2AtGaussPts ()
 if higher order geometry return tangent vector to triangle at Gauss pts. More...
 
auto getFTensor1NormalsAtGaussPts ()
 get normal at integration points More...
 
auto getFTensor1Tangent1AtGaussPts ()
 get tangent 1 at integration points More...
 
auto getFTensor1Tangent2AtGaussPts ()
 get tangent 2 at integration points More...
 
FaceElementForcesAndSourcesCoregetFaceFE ()
 return pointer to Generic Triangle Finite Element object More...
 
MoFEMErrorCode loopSideVolumes (const string fe_name, VolumeElementForcesAndSourcesCoreOnSide &fe_method)
 
- 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 NumeredEntFiniteElementgetNumeredEntFiniteElementPtr () 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< SideNumbergetSideNumberPtr (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 FEMethodgetFEMethod () 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...
 
ForcesAndSourcesCoregetPtrFE () const
 
ForcesAndSourcesCoregetSidePtrFE () const
 
ForcesAndSourcesCoregetRefinePtrFE () const
 
const PetscData::SwitchesgetDataCtx () 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
 
MatrixDoublegetGaussPts ()
 matrix of integration (Gauss) points for Volume Element More...
 
auto getFTensor0IntegrationWeight ()
 Get integration weights. More...
 
MatrixDoublegetCoordsAtGaussPts ()
 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...
 
doublegetMeasure ()
 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, 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 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 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

boost::shared_ptr< MetaSpringBC::DataAtIntegrationPtsSpringsdataAtPts
 
boost::shared_ptr< VolumeElementForcesAndSourcesCoreOnSide > sideFe
 
std::string sideFeName
 
Vec F
 
MetaSpringBC::BlockOptionDataSpringsdAta
 
bool hoGeometry
 
VectorDouble nF
 
VectorInt rowIndices
 
int nbRows
 number of dofs on rows More...
 
int nbIntegrationPts
 number of integration points More...
 
- 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...
 
booldoVertices
 \deprectaed If false skip vertices More...
 
booldoEdges
 \deprectaed If false skip edges More...
 
booldoQuads
 \deprectaed More...
 
booldoTris
 \deprectaed More...
 
booldoTets
 \deprectaed More...
 
booldoPrisms
 \deprectaed More...
 

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...
 
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 Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCoreptrFE
 

Detailed Description

RHS-operator for the spring boundary condition element for ALE formulation.

Integrates virtual work of springs on material positions involved in configurational changes and assembles components to RHS global vector.

Definition at line 715 of file SpringElement.hpp.

Constructor & Destructor Documentation

◆ OpSpringFsMaterial()

MetaSpringBC::OpSpringFsMaterial::OpSpringFsMaterial ( const string  material_field,
boost::shared_ptr< MetaSpringBC::DataAtIntegrationPtsSprings data_at_pts,
boost::shared_ptr< VolumeElementForcesAndSourcesCoreOnSide >  side_fe,
std::string &  side_fe_name,
MetaSpringBC::BlockOptionDataSprings data 
)
inline
Parameters
material_fieldString of field name for material positions for rows
data_at_ptsPointer to the common data for spring element
side_fePointer to the volume finite elements adjacent to the spring face element
side_fe_nameString of 3D element adjacent to the present springs elements
dataVariable containing data for normal and tangential stiffnesses of springs attached to the current element

Definition at line 788 of file SpringElement.hpp.

794  : UserDataOperator(material_field, UserDataOperator::OPROW),
795  dataAtPts(data_at_pts), sideFe(side_fe), sideFeName(side_fe_name),
796  dAta(data){};

Member Function Documentation

◆ aSsemble()

MoFEMErrorCode MetaSpringBC::OpSpringFsMaterial::aSsemble ( EntData row_data)

Definition at line 1009 of file SpringElement.cpp.

1009  {
1011 
1012  // get pointer to first global index on row
1013  const int *row_indices = &*row_data.getIndices().data().begin();
1014 
1015  auto &data = *dataAtPts;
1016 
1017  rowIndices.resize(nbRows, false);
1018  noalias(rowIndices) = row_data.getIndices();
1019  row_indices = &rowIndices[0];
1020  VectorDofs &dofs = row_data.getFieldDofs();
1021  VectorDofs::iterator dit = dofs.begin();
1022  for (int ii = 0; dit != dofs.end(); ++dit, ++ii) {
1023  if (data.forcesOnlyOnEntitiesRow.find((*dit)->getEnt()) ==
1024  data.forcesOnlyOnEntitiesRow.end()) {
1025  rowIndices[ii] = -1;
1026  }
1027  }
1028 
1029  CHKERR VecSetOption(getSNESf(), VEC_IGNORE_NEGATIVE_INDICES, PETSC_TRUE);
1030  CHKERR VecSetValues(getSNESf(), nbRows, row_indices, &*nF.data().begin(),
1031  ADD_VALUES);
1032 
1034 }

◆ doWork()

MoFEMErrorCode MetaSpringBC::OpSpringFsMaterial::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 887 of file SpringElement.cpp.

889  {
890 
892 
893  if (dAta.tRis.find(getNumeredEntFiniteElementPtr()->getEnt()) ==
894  dAta.tRis.end()) {
896  }
897 
898  // get number of dofs on row
899  nbRows = row_data.getIndices().size();
900  // if no dofs on row, exit that work, nothing to do here
901  if (!nbRows)
903 
904  nF.resize(nbRows, false);
905  nF.clear();
906 
907  // get number of integration points
908  nbIntegrationPts = getGaussPts().size2();
909 
910  // integrate local matrix for entity block
911  CHKERR iNtegrate(row_data);
912 
913  // assemble local matrix
914  CHKERR aSsemble(row_data);
915 
917 }

◆ iNtegrate()

MoFEMErrorCode MetaSpringBC::OpSpringFsMaterial::iNtegrate ( EntData row_data)

Integrates and assembles to global RHS vector virtual work of springs on material positions for configurational changes for ALE formulation.

Computes virtual work of springs on material positions for configurational changes:

\[ f_s ({\mathbf x}, {\mathbf X}, \delta \mathbf{X}) = -\int\limits_{\partial \Omega }^{} {{\delta \mathbf{X}^T} \cdot {\mathbf{F}^{\intercal}} \left[ k_{\rm n} \left( {\mathbf N} \otimes {\mathbf N} \right) + k_{\rm t} \left( {\mathbf I} - {\mathbf N} \otimes {\mathbf N} \right) \right] \left( {\mathbf x} - {\mathbf X} \right) \partial \Omega } \]

where \( \delta \mathbf{X} \) is material position variation, \( k_{\rm n} \) is the stiffness of the springs normal to the surface, \( k_{\rm t} \) is the stiffness of the springs tangential to the surface, \( {\mathbf N} \) is the normal to the surface vector based on material positions, \( {\mathbf x} \) is the vector of spatial positions or displacements of the surface with springs, \( {\mathbf X} \) is the vector of material positions and finally \(\mathbf{F}\) is the deformation gradient

\[ \mathbf{F} = \mathbf{h}(\mathbf{x})\,\mathbf{H}(\mathbf{X})^{-1} = \frac{\partial\mathbf{x}}{\partial\boldsymbol{\chi}} \frac{\partial\boldsymbol{\chi}}{\partial\mathbf{X}} \]

where \(\mathbf{h}\) and \(\mathbf{H}\) are the gradients of the spatial and material maps, respectively, and \(\boldsymbol{\chi}\) are the reference coordinates.

Definition at line 919 of file SpringElement.cpp.

919  {
921 
923 
924  // check that the faces have associated degrees of freedom
925  const int nb_dofs = data.getIndices().size();
926  if (nb_dofs == 0)
928 
929  CHKERR dataAtPts->getBlockData(dAta);
930 
931  // get integration weights
932  auto t_w = getFTensor0IntegrationWeight();
933 
934  // FTensor indices
938 
939  const double normal_stiffness = dataAtPts->springStiffnessNormal;
940  const double tangent_stiffness = dataAtPts->springStiffnessTangent;
941 
942  // create a 3d vector to be used as the normal to the face with length equal
943  // to the face area
945  FTensor::Tensor2<double, 3, 3> t_normal_projection;
946  FTensor::Tensor2<double, 3, 3> t_tangent_projection;
947 
948  // Extract solution at Gauss points
949  auto t_solution_at_gauss_point = getFTensor1FromMat<3>(*dataAtPts->xAtPts);
950  auto t_init_solution_at_gauss_point =
951  getFTensor1FromMat<3>(*dataAtPts->xInitAtPts);
952  FTensor::Tensor1<double, 3> t_displacement_at_gauss_point;
953 
954  auto t_normal_1 = getFTensor1FromMat<3>(dataAtPts->normalVector);
955 
956  auto t_F = getFTensor2FromMat<3, 3>(*dataAtPts->FMat);
957 
958  // loop over all Gauss points of the face
959  for (int gg = 0; gg != nbIntegrationPts; ++gg) {
960  t_normal(i) = t_normal_1(i);
961 
962  const double normal_length = std::sqrt(t_normal(k) * t_normal(k));
963  t_normal(i) = t_normal(i) / normal_length;
964  t_normal_projection(i, j) = t_normal(i) * t_normal(j);
965  t_tangent_projection(i, j) = t_normal_projection(i, j);
966  t_tangent_projection(0, 0) -= 1;
967  t_tangent_projection(1, 1) -= 1;
968  t_tangent_projection(2, 2) -= 1;
969  // Calculate the displacement at the Gauss point
970  t_displacement_at_gauss_point(i) =
971  t_solution_at_gauss_point(i) - t_init_solution_at_gauss_point(i);
972 
973  double w = t_w * 0.5 * normal_length; // area was constant
974 
975  auto t_base_func = data.getFTensor0N(gg, 0);
976 
977  // create a vector t_nf whose pointer points an array of 3 pointers
978  // pointing to nF memory location of components
980  &nF[2]);
981 
982  for (int rr = 0; rr != nb_dofs / 3; ++rr) { // loop over the nodes
983 
984  t_nf(i) -= w * t_base_func * normal_stiffness * t_F(k, i) *
985  t_normal_projection(k, j) * t_displacement_at_gauss_point(j);
986  t_nf(i) += w * t_base_func * tangent_stiffness * t_F(k, i) *
987  t_tangent_projection(k, j) * t_displacement_at_gauss_point(j);
988 
989  // move to next base function
990  ++t_base_func;
991  // move the pointer to next element of t_nf
992  ++t_nf;
993  }
994  // move to next integration weight
995  ++t_w;
996  // move to the solutions at the next Gauss point
997  ++t_solution_at_gauss_point;
998  ++t_init_solution_at_gauss_point;
999  ++t_normal_1;
1000  ++t_F;
1001  }
1002  // add computed values of spring in the global right hand side vector
1003  // Vec f = getFEMethod()->ksp_f != PETSC_NULL ? getFEMethod()->ksp_f
1004  // : getFEMethod()->snes_f;
1005  // CHKERR VecSetValues(f, nb_dofs, &data.getIndices()[0], &nF[0], ADD_VALUES);
1007 }

Member Data Documentation

◆ dAta

MetaSpringBC::BlockOptionDataSprings& MetaSpringBC::OpSpringFsMaterial::dAta

Definition at line 722 of file SpringElement.hpp.

◆ dataAtPts

boost::shared_ptr<MetaSpringBC::DataAtIntegrationPtsSprings> MetaSpringBC::OpSpringFsMaterial::dataAtPts

Definition at line 718 of file SpringElement.hpp.

◆ F

Vec MetaSpringBC::OpSpringFsMaterial::F

Definition at line 721 of file SpringElement.hpp.

◆ hoGeometry

bool MetaSpringBC::OpSpringFsMaterial::hoGeometry

Definition at line 723 of file SpringElement.hpp.

◆ nbIntegrationPts

int MetaSpringBC::OpSpringFsMaterial::nbIntegrationPts

number of integration points

Definition at line 730 of file SpringElement.hpp.

◆ nbRows

int MetaSpringBC::OpSpringFsMaterial::nbRows

number of dofs on rows

Definition at line 729 of file SpringElement.hpp.

◆ nF

VectorDouble MetaSpringBC::OpSpringFsMaterial::nF

Definition at line 725 of file SpringElement.hpp.

◆ rowIndices

VectorInt MetaSpringBC::OpSpringFsMaterial::rowIndices

Definition at line 727 of file SpringElement.hpp.

◆ sideFe

boost::shared_ptr<VolumeElementForcesAndSourcesCoreOnSide> MetaSpringBC::OpSpringFsMaterial::sideFe

Definition at line 719 of file SpringElement.hpp.

◆ sideFeName

std::string MetaSpringBC::OpSpringFsMaterial::sideFeName

Definition at line 720 of file SpringElement.hpp.


The documentation for this struct was generated from the following files:
MoFEMFunctionReturnHot
#define MoFEMFunctionReturnHot(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:460
MetaSpringBC::BlockOptionDataSprings::tRis
Range tRis
Definition: SpringElement.hpp:26
MetaSpringBC::OpSpringFsMaterial::rowIndices
VectorInt rowIndices
Definition: SpringElement.hpp:727
FTensor::Tensor1< double, 3 >
MoFEM::ForcesAndSourcesCore::UserDataOperator::getSNESf
Vec getSNESf() const
Definition: ForcesAndSourcesCore.hpp:1112
MetaSpringBC::OpSpringFsMaterial::nF
VectorDouble nF
Definition: SpringElement.hpp:725
MoFEM::VecSetValues
MoFEMErrorCode VecSetValues(Vec V, const EntitiesFieldData::EntData &data, const double *ptr, InsertMode iora)
Assemble PETSc vector.
Definition: EntitiesFieldData.hpp:1589
FTensor::Tensor2< double, 3, 3 >
MoFEM::ForcesAndSourcesCore::UserDataOperator::getFTensor0IntegrationWeight
auto getFTensor0IntegrationWeight()
Get integration weights.
Definition: ForcesAndSourcesCore.hpp:1240
MoFEM::ForcesAndSourcesCore::UserDataOperator::getGaussPts
MatrixDouble & getGaussPts()
matrix of integration (Gauss) points for Volume Element
Definition: ForcesAndSourcesCore.hpp:1236
MetaSpringBC::OpSpringFsMaterial::dataAtPts
boost::shared_ptr< MetaSpringBC::DataAtIntegrationPtsSprings > dataAtPts
Definition: SpringElement.hpp:718
CHKERR
#define CHKERR
Inline error check.
Definition: definitions.h:548
MetaSpringBC::OpSpringFsMaterial::iNtegrate
MoFEMErrorCode iNtegrate(EntData &row_data)
Integrates and assembles to global RHS vector virtual work of springs on material positions for confi...
Definition: SpringElement.cpp:919
MetaSpringBC::OpSpringFsMaterial::nbIntegrationPts
int nbIntegrationPts
number of integration points
Definition: SpringElement.hpp:730
MoFEM::FaceElementForcesAndSourcesCore::UserDataOperator::loopSideVolumes
MoFEMErrorCode loopSideVolumes(const string fe_name, VolumeElementForcesAndSourcesCoreOnSide &fe_method)
Definition: FaceElementForcesAndSourcesCore.cpp:413
MetaSpringBC::OpSpringFsMaterial::nbRows
int nbRows
number of dofs on rows
Definition: SpringElement.hpp:729
MoFEM::EntitiesFieldData::EntData::getIndices
const VectorInt & getIndices() const
Get global indices of dofs on entity.
Definition: EntitiesFieldData.hpp:1214
MoFEM::VectorDofs
ublas::vector< FEDofEntity *, DofsAllocator > VectorDofs
Definition: EntitiesFieldData.hpp:23
MetaSpringBC::OpSpringFsMaterial::aSsemble
MoFEMErrorCode aSsemble(EntData &row_data)
Definition: SpringElement.cpp:1009
MoFEM::ForcesAndSourcesCore::UserDataOperator::getNumeredEntFiniteElementPtr
boost::shared_ptr< const NumeredEntFiniteElement > getNumeredEntFiniteElementPtr() const
Return raw pointer to NumeredEntFiniteElement.
Definition: ForcesAndSourcesCore.hpp:1000
MoFEM::EntitiesFieldData::EntData::getFieldDofs
const VectorDofs & getFieldDofs() const
get dofs data stature FEDofEntity
Definition: EntitiesFieldData.hpp:1269
MetaSpringBC::OpSpringFsMaterial::sideFeName
std::string sideFeName
Definition: SpringElement.hpp:720
i
FTensor::Index< 'i', SPACE_DIM > i
Definition: hcurl_divergence_operator_2d.cpp:27
FTensor::Index< 'i', 3 >
j
FTensor::Index< 'j', 3 > j
Definition: matrix_function.cpp:19
sdf_wavy_2d.w
int w
Definition: sdf_wavy_2d.py:6
MetaSpringBC::OpSpringFsMaterial::dAta
MetaSpringBC::BlockOptionDataSprings & dAta
Definition: SpringElement.hpp:722
k
FTensor::Index< 'k', 3 > k
Definition: matrix_function.cpp:20
MoFEMFunctionReturn
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:429
MetaSpringBC::OpSpringFsMaterial::sideFe
boost::shared_ptr< VolumeElementForcesAndSourcesCoreOnSide > sideFe
Definition: SpringElement.hpp:719
MoFEMFunctionBegin
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:359
MoFEM::ForcesAndSourcesCore::UserDataOperator::OPROW
@ OPROW
operator doWork function is executed on FE rows
Definition: ForcesAndSourcesCore.hpp:567
MoFEM::ForcesAndSourcesCore::UserDataOperator::UserDataOperator
UserDataOperator(const FieldSpace space, const char type=OPSPACE, const bool symm=true)
Definition: ForcesAndSourcesCore.cpp:1977