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

 OpSpatialPhysical (const std::string &field_name, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const double alpha_u)
 
MoFEMErrorCode integrate (EntData &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 (int row_side, EntityType row_type, EntData &data)
 
virtual MoFEMErrorCode integrate (EntData &row_data, EntData &col_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...
 

Private Attributes

const double alphaU
 

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)>
 
- 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...
 
- 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 177 of file HMHNeohookean.cpp.

Constructor & Destructor Documentation

◆ OpSpatialPhysical()

EshelbianPlasticity::HMHNeohookean::OpSpatialPhysical::OpSpatialPhysical ( const std::string &  field_name,
boost::shared_ptr< DataAtIntegrationPts >  data_ptr,
const double  alpha_u 
)

Definition at line 229 of file HMHNeohookean.cpp.

232  : OpAssembleVolume(field_name, data_ptr, OPROW), alphaU(alpha_u) {}

Member Function Documentation

◆ integrate()

MoFEMErrorCode EshelbianPlasticity::HMHNeohookean::OpSpatialPhysical::integrate ( EntData &  data)
virtual

Reimplemented from OpAssembleBasic< VolUserDataOperator >.

Definition at line 234 of file HMHNeohookean.cpp.

234  {
235  MoFEMFunctionBegin;
236 
237  auto neohookean_ptr =
238  boost::dynamic_pointer_cast<HMHNeohookean>(dataAtPts->physicsPtr);
239  if (!neohookean_ptr) {
240  SETERRQ(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
241  "Pointer to HMHNeohookean is null");
242  }
243  auto [def_c10, def_K] =
244  neohookean_ptr->getMaterialParameters(getFEEntityHandle());
245 
246  double c10 = def_c10 / neohookean_ptr->eqScaling;
247  double alpha_u = alphaU / neohookean_ptr->eqScaling;
248  double K = def_K / neohookean_ptr->eqScaling;
249 
250  double alpha_grad_u = neohookean_ptr->alphaGradU / neohookean_ptr->eqScaling;
251 
252  FTensor::Index<'L', size_symm> L;
253  auto t_L = symm_L_tensor();
254 
255  constexpr auto t_kd_sym = FTensor::Kronecker_Delta_symmetric<int>();
256  constexpr auto t_kd = FTensor::Kronecker_Delta<int>();
257 
258  int nb_dofs = data.getIndices().size();
259  int nb_integration_pts = data.getN().size1();
260  auto v = getVolume();
261  auto t_w = getFTensor0IntegrationWeight();
262  auto t_approx_P_adjoint_log_du =
263  getFTensor1FromMat<size_symm>(dataAtPts->adjointPdUAtPts);
264  auto t_u = getFTensor2SymmetricFromMat<3>(dataAtPts->stretchTensorAtPts);
265  auto t_grad_h1 = getFTensor2FromMat<3, 3>(dataAtPts->wGradH1AtPts);
266  auto t_dot_log_u =
267  getFTensor2SymmetricFromMat<3>(dataAtPts->logStretchDotTensorAtPts);
268  auto t_diff_u =
269  getFTensor4DdgFromMat<3, 3, 1>(dataAtPts->diffStretchTensorAtPts);
270  auto t_log_u =
271  getFTensor2SymmetricFromMat<3>(dataAtPts->logStretchTensorAtPts);
272  auto t_grad_log_u =
273  getFTensor2FromMat<6, 3>(dataAtPts->gradLogStretchDotTensorAtPts);
274  auto t_log_u2_h1 =
275  getFTensor2SymmetricFromMat<3>(dataAtPts->logStretch2H1AtPts);
276 
277  auto t_diff = diff_tensor();
278 
279  FTENSOR_INDEX(SPACE_DIM, i);
280  FTENSOR_INDEX(SPACE_DIM, j);
281  FTENSOR_INDEX(SPACE_DIM, k);
282  FTENSOR_INDEX(SPACE_DIM, l);
283  FTENSOR_INDEX(SPACE_DIM, m);
284  FTENSOR_INDEX(SPACE_DIM, n);
285 
286  auto get_ftensor2 = [](auto &v) {
287  return FTensor::Tensor1<FTensor::PackPtr<double *, size_symm>, size_symm>(
288  &v[0], &v[1], &v[2], &v[3], &v[4], &v[5]);
289  };
290 
291  int nb_base_functions = data.getN().size2();
292  auto t_row_base_fun = data.getFTensor0N();
293  auto t_grad_base_fun = data.getFTensor1DiffN<3>();
294 
295  auto no_h1 = [&]() {
296  MoFEMFunctionBegin;
297 
298  for (int gg = 0; gg != nb_integration_pts; ++gg) {
299  double a = v * t_w;
300  ++t_w;
301 
302  FTensor::Dg<double, SPACE_DIM, size_symm> t_Ldiff_u;
303  t_Ldiff_u(i, j, L) = t_diff_u(i, j, k, l) * t_L(k, l, L);
304  ++t_diff_u;
305 
306  FTensor::Tensor2_symmetric<double, SPACE_DIM> t_Sigma_u;
307  t_Sigma_u(i, j) = 2.0 * c10 * t_u(i, j);
308  const double tr = t_log_u(i, i);
309  const double J = EshelbianCore::f(tr);
310  const double Sigma_J = -2.0 * c10 + K * (J * J - J);
311 
312  FTensor::Tensor2_symmetric<double, SPACE_DIM> t_viscous_P;
313  t_viscous_P(i, j) =
314  alpha_u * (t_dot_log_u(i, j) -
315  t_dot_log_u(k, l) * t_kd_sym(k, l) * t_kd_sym(i, j));
316 
317  FTensor::Tensor1<double, size_symm> t_residual;
318  t_residual(L) = t_approx_P_adjoint_log_du(L);
319  t_residual(L) -= t_Ldiff_u(i, j, L) * t_Sigma_u(i, j);
320  t_residual(L) -= (t_L(i, j, L) * t_kd(i, j)) * Sigma_J;
321  t_residual(L) -= t_L(i, j, L) * t_viscous_P(i, j);
322  t_residual(L) *= a;
323 
324  FTensor::Tensor2<double, size_symm, SPACE_DIM> t_grad_residual;
325  t_grad_residual(L, i) = alpha_grad_u * t_grad_log_u(L, i);
326  t_grad_residual(L, i) *= a;
327 
328  ++t_approx_P_adjoint_log_du;
329  ++t_u;
330  ++t_log_u;
331  ++t_dot_log_u;
332  ++t_grad_log_u;
333 
334  auto t_nf = getFTensor1FromPtr<size_symm>(&*nF.data().begin());
335  int bb = 0;
336  for (; bb != nb_dofs / size_symm; ++bb) {
337  t_nf(L) -= t_row_base_fun * t_residual(L);
338  t_nf(L) += t_grad_base_fun(i) * t_grad_residual(L, i);
339  ++t_nf;
340  ++t_row_base_fun;
341  ++t_grad_base_fun;
342  }
343  for (; bb != nb_base_functions; ++bb) {
344  ++t_row_base_fun;
345  ++t_grad_base_fun;
346  }
347  }
348 
349  MoFEMFunctionReturn(0);
350  };
351 
352  auto large = [&]() {
353  MoFEMFunctionBegin;
354 
355  for (int gg = 0; gg != nb_integration_pts; ++gg) {
356  double a = v * t_w;
357  ++t_w;
358 
359  FTensor::Tensor3<double, SPACE_DIM, SPACE_DIM, size_symm> t_Ldiff_u;
360  FTensor::Tensor2<double, SPACE_DIM, SPACE_DIM> t_h1;
361  t_h1(i, j) = t_grad_h1(i, j) + t_kd(i, j);
362  t_Ldiff_u(i, j, L) = (t_diff_u(i, m, k, l) * t_h1(m, j)) * t_L(k, l, L);
363  ++t_diff_u;
364  ++t_grad_h1;
365 
366  FTensor::Tensor2<double, SPACE_DIM, SPACE_DIM> t_Sigma_u;
367  const double tr_h1 = t_log_u2_h1(i, j) * t_kd_sym(i, j) / 2;
368  const double tr_u = t_log_u(i, j) * t_kd_sym(i, j);
369  const double tr = tr_h1 + tr_u;
370  const double J = EshelbianCore::f(tr);
371 
372  FTensor::Tensor2<double, SPACE_DIM, SPACE_DIM> t_total_u;
373  t_total_u(i, j) = t_u(i, m) * t_h1(m, j);
374 #ifndef NEOHOOKEAN_OFF_INVERSE
375  FTensor::Tensor2<double, SPACE_DIM, SPACE_DIM> t_inv_total_u;
376  invertTensor3by3(t_total_u, J, t_inv_total_u);
377 #endif // NEOHOOKEAN_OFF_INVERSE
378 
379 #ifndef NEOHOOKEAN_OFF_INVERSE
380  if (tr > 0) {
381  t_Sigma_u(i, j) =
382  2.0 * c10 * t_total_u(i, m) *
383  (t_kd_sym(m, j) - t_inv_total_u(m, k) * t_inv_total_u(k, j));
384  } else {
385  t_Sigma_u(i, j) = -2.0 * c10 * t_inv_total_u(i, m) *
386  (t_kd_sym(m, j) - t_total_u(m, k) * t_total_u(k, j));
387  }
388 #else
389  t_Sigma_u(i, j) = 2.0 * c10 * t_total_u(i, j);
390 #endif // NEOHOOKEAN_OFF_INVERSE
391 
392 #ifndef NEOHOOKEAN_OFF_INVERSE
393  const double Sigma_J = K * (J * J - J);
394 #else
395  const double Sigma_J = -2.0 * c10 + K * (J * J - J);
396 #endif // NEOHOOKEAN_OFF_INVERSE
397 
398  FTensor::Tensor2_symmetric<double, SPACE_DIM> t_viscous_P;
399  t_viscous_P(i, j) =
400  alpha_u * (t_dot_log_u(i, j) -
401  t_dot_log_u(k, l) * t_kd_sym(k, l) * t_kd_sym(i, j));
402 
403  FTensor::Tensor1<double, size_symm> t_residual;
404  t_residual(L) = t_approx_P_adjoint_log_du(L);
405  t_residual(L) -= t_Ldiff_u(i, j, L) * t_Sigma_u(i, j);
406  t_residual(L) -= (t_L(i, j, L) * t_kd(i, j)) * Sigma_J;
407  t_residual(L) -= t_L(i, j, L) * t_viscous_P(i, j);
408  t_residual(L) *= a;
409 
410  FTensor::Tensor2<double, size_symm, SPACE_DIM> t_grad_residual;
411  t_grad_residual(L, i) = alpha_grad_u * t_grad_log_u(L, i);
412  t_grad_residual(L, i) *= a;
413 
414  ++t_approx_P_adjoint_log_du;
415  ++t_u;
416  ++t_log_u;
417  ++t_log_u2_h1;
418  ++t_dot_log_u;
419  ++t_grad_log_u;
420 
421  auto t_nf = getFTensor1FromPtr<size_symm>(&*nF.data().begin());
422  int bb = 0;
423  for (; bb != nb_dofs / size_symm; ++bb) {
424  t_nf(L) -= t_row_base_fun * t_residual(L);
425  t_nf(L) += t_grad_base_fun(i) * t_grad_residual(L, i);
426  ++t_nf;
427  ++t_row_base_fun;
428  ++t_grad_base_fun;
429  }
430  for (; bb != nb_base_functions; ++bb) {
431  ++t_row_base_fun;
432  ++t_grad_base_fun;
433  }
434  }
435 
436  MoFEMFunctionReturn(0);
437  };
438 
439  switch (EshelbianCore::gradApproximator) {
440  case NO_H1_CONFIGURATION:
441  CHKERR no_h1();
442  break;
443  case LARGE_ROT:
444  case MODERATE_ROT:
445  CHKERR large();
446  break;
447  default:
448  SETERRQ(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
449  "gradApproximator not handled");
450  };
451 
452  MoFEMFunctionReturn(0);
453 }

Member Data Documentation

◆ alphaU

const double EshelbianPlasticity::HMHNeohookean::OpSpatialPhysical::alphaU
private

Definition at line 186 of file HMHNeohookean.cpp.

The documentation for this struct was generated from the following file:
OpAssembleBasic< VolUserDataOperator >::K
MatrixDouble K
local tangent matrix
Definition: EshelbianOperators.hpp:61
EshelbianPlasticity::size_symm
constexpr static auto size_symm
Definition: EshelbianAux.hpp:41
FTensor::Tensor1
Definition: Tensor1_value.hpp:8
EshelbianCore::f
static boost::function< double(const double)> f
Definition: EshelbianCore.hpp:32
FTensor::Kronecker_Delta
Kronecker Delta class.
Definition: Kronecker_Delta.hpp:15
EshelbianPlasticity::diff_tensor
auto diff_tensor()
Definition: EshelbianAux.hpp:43
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
FTENSOR_INDEX
#define FTENSOR_INDEX(DIM, I)
Definition: Templates.hpp:2013
EshelbianPlasticity::NO_H1_CONFIGURATION
@ NO_H1_CONFIGURATION
Definition: EshelbianPlasticity.hpp:45
OpAssembleBasic< VolUserDataOperator >::dataAtPts
boost::shared_ptr< DataAtIntegrationPts > dataAtPts
data at integration pts
Definition: EshelbianOperators.hpp:46
FTensor::Tensor2
Definition: Tensor2_value.hpp:16
MoFEM::ForcesAndSourcesCore::UserDataOperator::getFTensor0IntegrationWeight
auto getFTensor0IntegrationWeight()
Get integration weights.
Definition: ForcesAndSourcesCore.hpp:1241
MoFEM::invertTensor3by3
MoFEMErrorCode invertTensor3by3(ublas::matrix< T, L, A > &jac_data, ublas::vector< T, A > &det_data, ublas::matrix< T, L, A > &inv_jac_data)
Calculate inverse of tensor rank 2 at integration points.
Definition: Templates.hpp:1588
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
CHKERR
#define CHKERR
Inline error check.
Definition: definitions.h:548
FTensor::Tensor3
Definition: Tensor3_value.hpp:12
SPACE_DIM
constexpr int SPACE_DIM
Definition: child_and_parent.cpp:16
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
i
FTensor::Index< 'i', SPACE_DIM > i
Definition: hcurl_divergence_operator_2d.cpp:27
EshelbianPlasticity::HMHNeohookean::OpSpatialPhysical::alphaU
const double alphaU
Definition: HMHNeohookean.cpp:186
t_kd
constexpr auto t_kd
Definition: free_surface.cpp:139
EshelbianPlasticity::symm_L_tensor
auto symm_L_tensor()
Definition: EshelbianAux.hpp:54
field_name
constexpr auto field_name
Definition: poisson_2d_homogeneous.cpp:13
FTensor::Index
Definition: Index.hpp:23
convert.n
n
Definition: convert.py:82
OpAssembleBasic< VolUserDataOperator >::nF
VectorDouble nF
local right hand side vector
Definition: EshelbianOperators.hpp:60
v
const double v
phase velocity of light in medium (cm/ns)
Definition: initial_diffusion.cpp:40
MoFEM::EntitiesFieldData::EntData::getFTensor1DiffN
FTensor::Tensor1< FTensor::PackPtr< double *, Tensor_Dim >, Tensor_Dim > getFTensor1DiffN(const FieldApproximationBase base)
Get derivatives of base functions.
Definition: EntitiesFieldData.cpp:526
FTensor::Dg
Definition: Dg_value.hpp:9
EshelbianPlasticity::LARGE_ROT
@ LARGE_ROT
Definition: EshelbianPlasticity.hpp:45
MoFEM::ForcesAndSourcesCore::UserDataOperator::getFEEntityHandle
EntityHandle getFEEntityHandle() const
Return finite element entity handle.
Definition: ForcesAndSourcesCore.hpp:1005
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
MOFEM_DATA_INCONSISTENCY
@ MOFEM_DATA_INCONSISTENCY
Definition: definitions.h:31
m
FTensor::Index< 'm', 3 > m
Definition: shallow_wave.cpp:80
FTensor::Kronecker_Delta_symmetric
Kronecker Delta class symmetric.
Definition: Kronecker_Delta.hpp:49
EshelbianPlasticity::MODERATE_ROT
@ MODERATE_ROT
Definition: EshelbianPlasticity.hpp:45
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
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
MoFEM::ForcesAndSourcesCore::UserDataOperator::OPROW
@ OPROW
operator doWork function is executed on FE rows
Definition: ForcesAndSourcesCore.hpp:567
OpAssembleVolume
Definition: EshelbianOperators.hpp:151
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