v0.14.0
Public Member Functions | Public Attributes | List of all members
FractureMechanics::OpTransfromSingularBaseFunctions Struct Reference

#include <users_modules/fracture_mechanics/src/CrackFrontElement.hpp>

Inheritance diagram for FractureMechanics::OpTransfromSingularBaseFunctions:
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Collaboration diagram for FractureMechanics::OpTransfromSingularBaseFunctions:
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Public Member Functions

 OpTransfromSingularBaseFunctions (bool &singular_element, VectorDouble &det_s, MatrixDouble &inv_s_jac, FieldApproximationBase base=AINSWORTH_LOBATTO_BASE, bool apply_det=true)
 
MoFEMErrorCode doWork (int side, EntityType type, DataForcesAndSourcesCore::EntData &data)
 
- Public Member Functions inherited from MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator
int getNumNodes ()
 get element number of nodes More...
 
const EntityHandlegetConn ()
 get element connectivity More...
 
double getVolume () const
 element volume (linear geometry) More...
 
doublegetVolume ()
 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...
 
VectorDoublegetCoords ()
 nodal coordinates More...
 
VolumeElementForcesAndSourcesCoregetVolumeFE () 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 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 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

boolsingularElement
 
VectorDouble & detS
 
MatrixDouble & invSJac
 
const FieldApproximationBase bAse
 
const bool applyDet
 
MatrixDouble diffNinvJac
 
- 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 Member Functions inherited from MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator
MoFEMErrorCode setPtrFE (ForcesAndSourcesCore *ptr)
 
- Protected Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCoreptrFE
 

Detailed Description

Definition at line 544 of file CrackFrontElement.hpp.

Constructor & Destructor Documentation

◆ OpTransfromSingularBaseFunctions()

FractureMechanics::OpTransfromSingularBaseFunctions::OpTransfromSingularBaseFunctions ( bool singular_element,
VectorDouble &  det_s,
MatrixDouble &  inv_s_jac,
FieldApproximationBase  base = AINSWORTH_LOBATTO_BASE,
bool  apply_det = true 
)
inline

Definition at line 551 of file CrackFrontElement.hpp.

556  singularElement(singular_element), detS(det_s), invSJac(inv_s_jac),
557  bAse(base), applyDet(apply_det) {}

Member Function Documentation

◆ doWork()

MoFEMErrorCode FractureMechanics::OpTransfromSingularBaseFunctions::doWork ( int  side,
EntityType  type,
DataForcesAndSourcesCore::EntData data 
)

Definition at line 433 of file CrackFrontElement.cpp.

434  {
438 
439  if (!singularElement)
441 
442  if (invSJac.size2() != 9) {
443  SETERRQ1(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
444  "It looks that ho inverse of Jacobian is not calculated %d != 9",
445  invSJac.size2());
446  }
447  double *t_inv_jac_ptr = &*invSJac.data().begin();
449  t_inv_jac_ptr, &t_inv_jac_ptr[1], &t_inv_jac_ptr[2], &t_inv_jac_ptr[3],
450  &t_inv_jac_ptr[4], &t_inv_jac_ptr[5], &t_inv_jac_ptr[6],
451  &t_inv_jac_ptr[7], &t_inv_jac_ptr[8], 9);
452 
453  switch (type) {
454  case MBVERTEX:
455  if (applyDet) {
456  for (unsigned int gg = 0; gg != getGaussPts().size2(); ++gg) {
457  getGaussPts()(3, gg) *= detS[gg];
458  }
459  }
460  case MBEDGE:
461  case MBTRI:
462  case MBTET: {
463  unsigned int nb_gauss_pts = data.getN(bAse).size1();
464  if (nb_gauss_pts == 0)
466  if (invSJac.size1() != nb_gauss_pts) {
467  SETERRQ2(
468  PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
469  "It looks that ho inverse of Jacobian is not calculated %d != %d",
470  invSJac.size1(), nb_gauss_pts);
471  }
472  unsigned int nb_base_functions = data.getN(bAse).size2();
473  if (nb_base_functions == 0)
475  diffNinvJac.resize(nb_gauss_pts, 3 * nb_base_functions, false);
476  double *t_inv_n_ptr = &*diffNinvJac.data().begin();
477  FTensor::Tensor1<double *, 3> t_inv_diff_n(t_inv_n_ptr, &t_inv_n_ptr[1],
478  &t_inv_n_ptr[2], 3);
479  // Apply transformation to each bAse function ob given element
481  &data.getDiffN(bAse)(0, 0), &data.getDiffN(bAse)(0, 1),
482  &data.getDiffN(bAse)(0, 2), 3);
483  for (unsigned int gg = 0; gg != nb_gauss_pts; ++gg) {
484  for (unsigned int bb = 0; bb != nb_base_functions; ++bb) {
485  t_inv_diff_n(i) = t_diff_n(j) * t_inv_jac(j, i);
486  ++t_diff_n;
487  ++t_inv_diff_n;
488  }
489  ++t_inv_jac;
490  }
491  if (type == MBVERTEX) {
492  data.getDiffN(bAse).resize(diffNinvJac.size1(), diffNinvJac.size2(),
493  false);
494  }
495  data.getDiffN(bAse).data().swap(diffNinvJac.data());
496  } break;
497  default:
498  SETERRQ(PETSC_COMM_SELF, MOFEM_NOT_IMPLEMENTED, "not implemented");
499  }
500 
502 }

Member Data Documentation

◆ applyDet

const bool FractureMechanics::OpTransfromSingularBaseFunctions::applyDet

Definition at line 550 of file CrackFrontElement.hpp.

◆ bAse

const FieldApproximationBase FractureMechanics::OpTransfromSingularBaseFunctions::bAse

Definition at line 549 of file CrackFrontElement.hpp.

◆ detS

VectorDouble& FractureMechanics::OpTransfromSingularBaseFunctions::detS

Definition at line 547 of file CrackFrontElement.hpp.

◆ diffNinvJac

MatrixDouble FractureMechanics::OpTransfromSingularBaseFunctions::diffNinvJac

Definition at line 558 of file CrackFrontElement.hpp.

◆ invSJac

MatrixDouble& FractureMechanics::OpTransfromSingularBaseFunctions::invSJac

Definition at line 548 of file CrackFrontElement.hpp.

◆ singularElement

bool& FractureMechanics::OpTransfromSingularBaseFunctions::singularElement

Definition at line 546 of file CrackFrontElement.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:447
H1
@ H1
continuous field
Definition: definitions.h:85
FTensor::Tensor1
Definition: Tensor1_value.hpp:8
FractureMechanics::OpTransfromSingularBaseFunctions::bAse
const FieldApproximationBase bAse
Definition: CrackFrontElement.hpp:549
FractureMechanics::OpTransfromSingularBaseFunctions::singularElement
bool & singularElement
Definition: CrackFrontElement.hpp:546
FTensor::Tensor2< double *, 3, 3 >
MoFEM::ForcesAndSourcesCore::UserDataOperator::getGaussPts
MatrixDouble & getGaussPts()
matrix of integration (Gauss) points for Volume Element
Definition: ForcesAndSourcesCore.hpp:1235
FractureMechanics::OpTransfromSingularBaseFunctions::diffNinvJac
MatrixDouble diffNinvJac
Definition: CrackFrontElement.hpp:558
FTensor::Tensor1::data
T data[Tensor_Dim]
Definition: Tensor1_value.hpp:10
convert.type
type
Definition: convert.py:64
MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator
friend class UserDataOperator
Definition: VolumeElementForcesAndSourcesCore.hpp:105
FractureMechanics::OpTransfromSingularBaseFunctions::detS
VectorDouble & detS
Definition: CrackFrontElement.hpp:547
i
FTensor::Index< 'i', SPACE_DIM > i
Definition: hcurl_divergence_operator_2d.cpp:27
FTensor::Index< 'i', 3 >
FractureMechanics::OpTransfromSingularBaseFunctions::invSJac
MatrixDouble & invSJac
Definition: CrackFrontElement.hpp:548
j
FTensor::Index< 'j', 3 > j
Definition: matrix_function.cpp:19
MOFEM_DATA_INCONSISTENCY
@ MOFEM_DATA_INCONSISTENCY
Definition: definitions.h:31
FractureMechanics::OpTransfromSingularBaseFunctions::applyDet
const bool applyDet
Definition: CrackFrontElement.hpp:550
MoFEMFunctionReturn
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:416
MOFEM_NOT_IMPLEMENTED
@ MOFEM_NOT_IMPLEMENTED
Definition: definitions.h:32
MoFEMFunctionBegin
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:346