v0.14.0
Public Member Functions | Public Attributes | List of all members
Smoother::OpLhsSmoother Struct Reference

#include <tools/src/Smoother.hpp>

Inheritance diagram for Smoother::OpLhsSmoother:
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Collaboration diagram for Smoother::OpLhsSmoother:
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Public Member Functions

 OpLhsSmoother (const std::string vel_field, const std::string field_name, NonlinearElasticElement::BlockData &data, NonlinearElasticElement::CommonData &common_data, SmootherBlockData &smoother_data, const std::string crack_area_tangent_constrains)
 
MoFEMErrorCode aSemble (int row_side, int col_side, EntityType row_type, EntityType col_type, EntitiesFieldData::EntData &row_data, EntitiesFieldData::EntData &col_data)
 
 OpLhsSmoother (const std::string vel_field, const std::string field_name, NonlinearElasticElement::BlockData &data, NonlinearElasticElement::CommonData &common_data, SmootherBlockData &smoother_data, const std::string crack_area_tangent_constrains)
 
MoFEMErrorCode aSemble (int row_side, int col_side, EntityType row_type, EntityType col_type, EntitiesFieldData::EntData &row_data, EntitiesFieldData::EntData &col_data)
 
- Public Member Functions inherited from NonlinearElasticElement::OpLhsPiolaKirchhoff_dx
 OpLhsPiolaKirchhoff_dx (const std::string vel_field, const std::string field_name, BlockData &data, CommonData &common_data)
 
virtual MoFEMErrorCode getJac (EntitiesFieldData::EntData &col_data, int gg)
 Directive of Piola Kirchhoff stress over spatial DOFs. More...
 
MoFEMErrorCode doWork (int row_side, int col_side, EntityType row_type, EntityType col_type, EntitiesFieldData::EntData &row_data, EntitiesFieldData::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, 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 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...
 

Public Attributes

SmootherBlockData & smootherData
 
const std::string fieldCrackAreaTangentConstrains
 
ublas::vector< int > rowFrontIndices
 
- Public Attributes inherited from NonlinearElasticElement::OpLhsPiolaKirchhoff_dx
BlockData & dAta
 
CommonData & commonData
 
int tAg
 
bool aLe
 
ublas::vector< int > rowIndices
 
ublas::vector< int > colIndices
 
MatrixDouble k
 
MatrixDouble trans_k
 
MatrixDouble jac
 
MatrixDouble F
 
- 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...
 

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

Detailed Description

Examples
mesh_smoothing.cpp.

Definition at line 213 of file Smoother.hpp.

Constructor & Destructor Documentation

◆ OpLhsSmoother() [1/2]

Smoother::OpLhsSmoother::OpLhsSmoother ( const std::string  vel_field,
const std::string  field_name,
NonlinearElasticElement::BlockData &  data,
NonlinearElasticElement::CommonData &  common_data,
SmootherBlockData &  smoother_data,
const std::string  crack_area_tangent_constrains 
)
inline

Definition at line 219 of file Smoother.hpp.

227  : NonlinearElasticElement::OpLhsPiolaKirchhoff_dx(vel_field, field_name,
228  data, common_data),
229  smootherData(smoother_data),
230  fieldCrackAreaTangentConstrains(crack_area_tangent_constrains) {}

◆ OpLhsSmoother() [2/2]

Smoother::OpLhsSmoother::OpLhsSmoother ( const std::string  vel_field,
const std::string  field_name,
NonlinearElasticElement::BlockData &  data,
NonlinearElasticElement::CommonData &  common_data,
SmootherBlockData &  smoother_data,
const std::string  crack_area_tangent_constrains 
)
inline

Definition at line 219 of file Smoother.hpp.

227  : NonlinearElasticElement::OpLhsPiolaKirchhoff_dx(vel_field, field_name,
228  data, common_data),
229  smootherData(smoother_data),
230  fieldCrackAreaTangentConstrains(crack_area_tangent_constrains) {}

Member Function Documentation

◆ aSemble() [1/2]

MoFEMErrorCode Smoother::OpLhsSmoother::aSemble ( int  row_side,
int  col_side,
EntityType  row_type,
EntityType  col_type,
EntitiesFieldData::EntData &  row_data,
EntitiesFieldData::EntData &  col_data 
)
inlinevirtual

Reimplemented from NonlinearElasticElement::OpLhsPiolaKirchhoff_dx.

Definition at line 234 of file Smoother.hpp.

237  {
238  MoFEMFunctionBegin;
239 
240  int nb_row = row_data.getIndices().size();
241  int nb_col = col_data.getIndices().size();
242  int *row_indices_ptr = &row_data.getIndices()[0];
243  int *col_indices_ptr = &col_data.getIndices()[0];
244 
245  if (!dAta.forcesOnlyOnEntitiesRow.empty()) {
246  rowIndices.resize(nb_row, false);
247  noalias(rowIndices) = row_data.getIndices();
248  if (!smootherData.sTabilised) {
249  row_indices_ptr = &rowIndices[0];
250  }
251  rowFrontIndices.resize(nb_row, false);
252  noalias(rowFrontIndices) = row_data.getIndices();
253  VectorDofs &dofs = row_data.getFieldDofs();
254  VectorDofs::iterator dit = dofs.begin();
255  for (int ii = 0; dit != dofs.end(); dit++, ii++) {
256  if (dAta.forcesOnlyOnEntitiesRow.find((*dit)->getEnt()) !=
257  dAta.forcesOnlyOnEntitiesRow.end()) {
258  rowIndices[ii] = -1;
259  } else {
260  rowFrontIndices[ii] = -1;
261  }
262  }
263  }
264 
265  CHKERR MatSetValues(getFEMethod()->snes_B, nb_row, row_indices_ptr,
266  nb_col, col_indices_ptr, &k(0, 0), ADD_VALUES);
267 
268  if (smootherData.tangentFrontF) {
269 
270  const auto bit_number_for_crack_area_tangent_constrain =
271  getFEMethod()->getFieldBitNumber(fieldCrackAreaTangentConstrains);
272  const auto bit_number_for_mesh_position =
273  getFEMethod()->getFieldBitNumber("MESH_NODE_POSITIONS");
274 
275  // get tangent vector array
276  double *f_tangent_front_mesh_array;
277  CHKERR VecGetArray(smootherData.tangentFrontF,
278  &f_tangent_front_mesh_array);
279 
280  auto row_dofs = getFEMethod()->getRowDofsPtr();
281 
282  // iterate nodes on tet
283  for (int nn = 0; nn < 4; nn++) {
284 
285  // get indices with Lagrange multiplier at node nn
286  auto dit = row_dofs->get<Unique_mi_tag>().lower_bound(
287  DofEntity::getLoFieldEntityUId(
288  bit_number_for_crack_area_tangent_constrain, getConn()[nn]));
289  auto hi_dit = row_dofs->get<Unique_mi_tag>().upper_bound(
290  DofEntity::getHiFieldEntityUId(
291  bit_number_for_crack_area_tangent_constrain, getConn()[nn]));
292 
293  // continue if Lagrange are on element
294  if (std::distance(dit, hi_dit) > 0) {
295 
296  // get mesh node positions at node nn
297  auto diit = row_dofs->get<Unique_mi_tag>().lower_bound(
298  DofEntity::getLoFieldEntityUId(bit_number_for_mesh_position,
299  getConn()[nn]));
300 
301  auto hi_diit = row_dofs->get<Unique_mi_tag>().upper_bound(
302  DofEntity::getHiFieldEntityUId(bit_number_for_mesh_position,
303  getConn()[nn]));
304 
305  // iterate over dofs on node nn
306  for (; diit != hi_diit; diit++) {
307  // iterate overt dofs in element column
308  for (int ddd = 0; ddd < nb_col; ddd++) {
309  // check consistency, node has to be at crack front
310  if (rowFrontIndices[3 * nn + diit->get()->getDofCoeffIdx()] !=
311  diit->get()->getPetscGlobalDofIdx()) {
312  SETERRQ2(
313  PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
314  "data inconsistency %d != %d",
315  rowFrontIndices[3 * nn + diit->get()->getDofCoeffIdx()],
316  diit->get()->getPetscGlobalDofIdx());
317  }
318  // dof is not on this partition
319  if (diit->get()->getPetscLocalDofIdx() == -1) {
320  SETERRQ(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
321  "data inconsistency");
322  }
323  double g =
324  f_tangent_front_mesh_array[diit->get()
325  ->getPetscLocalDofIdx()] *
326  k(3 * nn + diit->get()->getDofCoeffIdx(), ddd);
327  int lambda_idx = dit->get()->getPetscGlobalDofIdx();
328  CHKERR MatSetValues(getFEMethod()->snes_B, 1, &lambda_idx, 1,
329  &col_indices_ptr[ddd], &g, ADD_VALUES);
330  }
331  }
332  }
333  }
334  CHKERR VecRestoreArray(smootherData.tangentFrontF,
335  &f_tangent_front_mesh_array);
336  }
337 
338  MoFEMFunctionReturn(0);
339  }

◆ aSemble() [2/2]

MoFEMErrorCode Smoother::OpLhsSmoother::aSemble ( int  row_side,
int  col_side,
EntityType  row_type,
EntityType  col_type,
EntitiesFieldData::EntData &  row_data,
EntitiesFieldData::EntData &  col_data 
)
inlinevirtual

Reimplemented from NonlinearElasticElement::OpLhsPiolaKirchhoff_dx.

Definition at line 234 of file Smoother.hpp.

237  {
238  MoFEMFunctionBegin;
239 
240  int nb_row = row_data.getIndices().size();
241  int nb_col = col_data.getIndices().size();
242  int *row_indices_ptr = &row_data.getIndices()[0];
243  int *col_indices_ptr = &col_data.getIndices()[0];
244 
245  if (!dAta.forcesOnlyOnEntitiesRow.empty()) {
246  rowIndices.resize(nb_row, false);
247  noalias(rowIndices) = row_data.getIndices();
248  if (!smootherData.sTabilised) {
249  row_indices_ptr = &rowIndices[0];
250  }
251  rowFrontIndices.resize(nb_row, false);
252  noalias(rowFrontIndices) = row_data.getIndices();
253  VectorDofs &dofs = row_data.getFieldDofs();
254  VectorDofs::iterator dit = dofs.begin();
255  for (int ii = 0; dit != dofs.end(); dit++, ii++) {
256  if (dAta.forcesOnlyOnEntitiesRow.find((*dit)->getEnt()) !=
257  dAta.forcesOnlyOnEntitiesRow.end()) {
258  rowIndices[ii] = -1;
259  } else {
260  rowFrontIndices[ii] = -1;
261  }
262  }
263  }
264 
265  CHKERR MatSetValues(getFEMethod()->snes_B, nb_row, row_indices_ptr,
266  nb_col, col_indices_ptr, &k(0, 0), ADD_VALUES);
267 
268  if (smootherData.tangentFrontF) {
269 
270  const auto bit_number_for_crack_area_tangent_constrain =
271  getFEMethod()->getFieldBitNumber(fieldCrackAreaTangentConstrains);
272  const auto bit_number_for_mesh_position =
273  getFEMethod()->getFieldBitNumber("MESH_NODE_POSITIONS");
274 
275  // get tangent vector array
276  double *f_tangent_front_mesh_array;
277  CHKERR VecGetArray(smootherData.tangentFrontF,
278  &f_tangent_front_mesh_array);
279 
280  auto row_dofs = getFEMethod()->getRowDofsPtr();
281 
282  // iterate nodes on tet
283  for (int nn = 0; nn < 4; nn++) {
284 
285  // get indices with Lagrange multiplier at node nn
286  auto dit = row_dofs->get<Unique_mi_tag>().lower_bound(
287  DofEntity::getLoFieldEntityUId(
288  bit_number_for_crack_area_tangent_constrain, getConn()[nn]));
289  auto hi_dit = row_dofs->get<Unique_mi_tag>().upper_bound(
290  DofEntity::getHiFieldEntityUId(
291  bit_number_for_crack_area_tangent_constrain, getConn()[nn]));
292 
293  // continue if Lagrange are on element
294  if (std::distance(dit, hi_dit) > 0) {
295 
296  // get mesh node positions at node nn
297  auto diit = row_dofs->get<Unique_mi_tag>().lower_bound(
298  DofEntity::getLoFieldEntityUId(bit_number_for_mesh_position,
299  getConn()[nn]));
300 
301  auto hi_diit = row_dofs->get<Unique_mi_tag>().upper_bound(
302  DofEntity::getHiFieldEntityUId(bit_number_for_mesh_position,
303  getConn()[nn]));
304 
305  // iterate over dofs on node nn
306  for (; diit != hi_diit; diit++) {
307  // iterate overt dofs in element column
308  for (int ddd = 0; ddd < nb_col; ddd++) {
309  // check consistency, node has to be at crack front
310  if (rowFrontIndices[3 * nn + diit->get()->getDofCoeffIdx()] !=
311  diit->get()->getPetscGlobalDofIdx()) {
312  SETERRQ2(
313  PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
314  "data inconsistency %d != %d",
315  rowFrontIndices[3 * nn + diit->get()->getDofCoeffIdx()],
316  diit->get()->getPetscGlobalDofIdx());
317  }
318  // dof is not on this partition
319  if (diit->get()->getPetscLocalDofIdx() == -1) {
320  SETERRQ(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
321  "data inconsistency");
322  }
323  double g =
324  f_tangent_front_mesh_array[diit->get()
325  ->getPetscLocalDofIdx()] *
326  k(3 * nn + diit->get()->getDofCoeffIdx(), ddd);
327  int lambda_idx = dit->get()->getPetscGlobalDofIdx();
328  CHKERR MatSetValues(getFEMethod()->snes_B, 1, &lambda_idx, 1,
329  &col_indices_ptr[ddd], &g, ADD_VALUES);
330  }
331  }
332  }
333  }
334  CHKERR VecRestoreArray(smootherData.tangentFrontF,
335  &f_tangent_front_mesh_array);
336  }
337 
338  MoFEMFunctionReturn(0);
339  }

Member Data Documentation

◆ fieldCrackAreaTangentConstrains

const std::string Smoother::OpLhsSmoother::fieldCrackAreaTangentConstrains

Definition at line 217 of file Smoother.hpp.

◆ rowFrontIndices

ublas::vector< int > Smoother::OpLhsSmoother::rowFrontIndices

Definition at line 232 of file Smoother.hpp.

◆ smootherData

SmootherBlockData & Smoother::OpLhsSmoother::smootherData

Definition at line 216 of file Smoother.hpp.

The documentation for this struct was generated from the following file:
NonlinearElasticElement::OpLhsPiolaKirchhoff_dx::k
MatrixDouble k
Definition: NonLinearElasticElement.hpp:571
g
constexpr double g
Definition: shallow_wave.cpp:63
MoFEM::MatSetValues
MoFEMErrorCode MatSetValues(Mat M, const EntitiesFieldData::EntData &row_data, const EntitiesFieldData::EntData &col_data, const double *ptr, InsertMode iora)
Assemble PETSc matrix.
Definition: EntitiesFieldData.hpp:1644
MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator::getConn
const EntityHandle * getConn()
get element connectivity
Definition: VolumeElementForcesAndSourcesCore.hpp:156
NonlinearElasticElement::BlockData::forcesOnlyOnEntitiesRow
Range forcesOnlyOnEntitiesRow
Definition: HookeElement.hpp:37
Smoother::SmootherBlockData::sTabilised
bool sTabilised
Definition: Smoother.hpp:14
CHKERR
#define CHKERR
Inline error check.
Definition: definitions.h:548
MoFEM::FEMethod::getRowDofsPtr
auto getRowDofsPtr() const
Definition: LoopMethods.hpp:439
NonlinearElasticElement::OpLhsPiolaKirchhoff_dx::rowIndices
ublas::vector< int > rowIndices
Definition: NonLinearElasticElement.hpp:564
Smoother::OpLhsSmoother::fieldCrackAreaTangentConstrains
const std::string fieldCrackAreaTangentConstrains
Definition: Smoother.hpp:217
NonlinearElasticElement::OpLhsPiolaKirchhoff_dx
Definition: NonLinearElasticElement.hpp:556
MoFEM::VectorDofs
ublas::vector< FEDofEntity *, DofsAllocator > VectorDofs
Definition: EntitiesFieldData.hpp:23
field_name
constexpr auto field_name
Definition: poisson_2d_homogeneous.cpp:13
MoFEM::ForcesAndSourcesCore::UserDataOperator::getFEMethod
const FEMethod * getFEMethod() const
Return raw pointer to Finite Element Method object.
Definition: ForcesAndSourcesCore.hpp:1042
Smoother::SmootherBlockData::tangentFrontF
Vec tangentFrontF
Definition: Smoother.hpp:16
MoFEM::BasicMethod::getFieldBitNumber
unsigned int getFieldBitNumber(std::string field_name) const
Definition: LoopMethods.hpp:270
Smoother::OpLhsSmoother::smootherData
SmootherBlockData & smootherData
Definition: Smoother.hpp:216
Smoother::OpLhsSmoother::rowFrontIndices
ublas::vector< int > rowFrontIndices
Definition: Smoother.hpp:232
MOFEM_DATA_INCONSISTENCY
@ MOFEM_DATA_INCONSISTENCY
Definition: definitions.h:31
MoFEMFunctionReturn
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:429
NonlinearElasticElement::OpLhsPiolaKirchhoff_dx::dAta
BlockData & dAta
Definition: NonLinearElasticElement.hpp:559
MoFEMFunctionBegin
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:359
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