v0.13.0
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MoFEM::OpGetHONormalsOnFace Struct Reference

Calculate normals at Gauss points of triangle element. More...

#include <src/finite_elements/HODataOperators.hpp>

Inheritance diagram for MoFEM::OpGetHONormalsOnFace:
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Collaboration diagram for MoFEM::OpGetHONormalsOnFace:
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Public Member Functions

 OpGetHONormalsOnFace (std::string field_name)
 
MoFEMErrorCode doWork (int side, EntityType type, EntitiesFieldData::EntData &data)
 Operator for linear form, usually to calculate values on right hand side. More...
 
- Public Member Functions inherited from MoFEM::FaceElementForcesAndSourcesCoreBase::UserDataOperator
double getArea ()
 get area of face More...
 
double getMeasure ()
 get measure of element 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...
 
FaceElementForcesAndSourcesCoreBasegetFaceFE ()
 return pointer to Generic Triangle Finite Element object More...
 
template<int SWITCH>
MoFEMErrorCode loopSideVolumes (const string &fe_name, VolumeElementForcesAndSourcesCoreOnSideSwitch< SWITCH > &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...
 
const std::string & getFEName () const
 Get name of the element. More...
 
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 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...
 
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)
 User call this function to loop over elements on the side of face. This function calls finite element with is operator to do calculations. More...
 
MoFEMErrorCode loopThis (const string &fe_name, ForcesAndSourcesCore *parent_fe, const int verb=QUIET, const LogManager::SeverityLevel sev=Sev::noisy)
 User call this function to loop over parent elements. This function calls finite element with is 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 call this function to loop over parent elements. This function calls finite element with is 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 call this function to loop over parent elements. This function calls finite element with is 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...
 

Additional Inherited Members

- Public Types inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
enum  OpType { OPROW = 1 << 0 , OPCOL = 1 << 1 , OPROWCOL = 1 << 2 , OPSPACE = 1 << 3 }
 Controls loop over entities on element. More...
 
- 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 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...
 
- Static Public Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
static const char *const OpTypeNames []
 
- Protected Member Functions inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCoregetPtrFE () const
 
ForcesAndSourcesCoregetSidePtrFE () const
 
ForcesAndSourcesCoregetRefinePtrFE () const
 
- Protected Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCoreptrFE
 

Detailed Description

Calculate normals at Gauss points of triangle element.

Definition at line 246 of file HODataOperators.hpp.

Constructor & Destructor Documentation

◆ OpGetHONormalsOnFace()

MoFEM::OpGetHONormalsOnFace::OpGetHONormalsOnFace ( std::string  field_name)

Member Function Documentation

◆ doWork()

MoFEMErrorCode MoFEM::OpGetHONormalsOnFace::doWork ( int  side,
EntityType  type,
EntitiesFieldData::EntData data 
)
virtual

Operator for linear form, usually to calculate values on right hand side.

Reimplemented from MoFEM::DataOperator.

Definition at line 491 of file HODataOperators.cpp.

492  {
494 
498 
501 
502  auto get_ftensor1 = [](MatrixDouble &m) {
504  &m(0, 0), &m(0, 1), &m(0, 2));
505  };
506 
507  unsigned int nb_dofs = data.getFieldData().size();
508  if (nb_dofs != 0) {
509 
510  int nb_gauss_pts = data.getN().size1();
511  auto &tangent1_at_gauss_pts = getTangent1AtGaussPts();
512  auto &tangent2_at_gauss_pts = getTangent2AtGaussPts();
513  tangent1_at_gauss_pts.resize(nb_gauss_pts, 3, false);
514  tangent2_at_gauss_pts.resize(nb_gauss_pts, 3, false);
515 
516  switch (type) {
517  case MBVERTEX: {
518  tangent1_at_gauss_pts.clear();
519  tangent2_at_gauss_pts.clear();
520  }
521  case MBEDGE:
522  case MBTRI:
523  case MBQUAD: {
524 
525 #ifndef NDEBUG
526  if (2 * data.getN().size2() != data.getDiffN().size2()) {
527  SETERRQ(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
528  "data inconsistency");
529  }
530  if (nb_dofs % 3 != 0) {
531  SETERRQ(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
532  "data inconsistency");
533  }
534 #endif
535 
536  if (nb_dofs > 3 * data.getN().size2()) {
537  unsigned int nn = 0;
538  for (; nn != nb_dofs; nn++) {
539  if (!data.getFieldDofs()[nn]->getActive())
540  break;
541  }
542  if (nn > 3 * data.getN().size2()) {
543  SETERRQ1(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
544  "data inconsistency for base %s",
545  ApproximationBaseNames[data.getBase()]);
546  } else {
547  nb_dofs = nn;
548  if (!nb_dofs)
550  }
551  }
552  const int nb_base_functions = data.getN().size2();
553  auto t_base = data.getFTensor0N();
554  auto t_diff_base = data.getFTensor1DiffN<2>();
555  auto t_t1 = get_ftensor1(tangent1_at_gauss_pts);
556  auto t_t2 = get_ftensor1(tangent2_at_gauss_pts);
557  for (int gg = 0; gg != nb_gauss_pts; ++gg) {
558  auto t_data = data.getFTensor1FieldData<3>();
559  int bb = 0;
560  for (; bb != nb_dofs / 3; ++bb) {
561  t_t1(i) += t_data(i) * t_diff_base(N0);
562  t_t2(i) += t_data(i) * t_diff_base(N1);
563  ++t_data;
564  ++t_base;
565  ++t_diff_base;
566  }
567  for (; bb != nb_base_functions; ++bb) {
568  ++t_base;
569  ++t_diff_base;
570  }
571  ++t_t1;
572  ++t_t2;
573  }
574  } break;
575  default:
576  SETERRQ(PETSC_COMM_SELF, MOFEM_NOT_IMPLEMENTED, "not implemented");
577  }
578  }
579 
580  if (moab::CN::Dimension(type) == 2) {
581 
582  auto &normal_at_gauss_pts = getNormalsAtGaussPts();
583  auto &tangent1_at_gauss_pts = getTangent1AtGaussPts();
584  auto &tangent2_at_gauss_pts = getTangent2AtGaussPts();
585 
586  const auto nb_gauss_pts = tangent1_at_gauss_pts.size1();
587  normal_at_gauss_pts.resize(nb_gauss_pts, 3, false);
588 
589  auto t_normal = get_ftensor1(normal_at_gauss_pts);
590  auto t_t1 = get_ftensor1(tangent1_at_gauss_pts);
591  auto t_t2 = get_ftensor1(tangent2_at_gauss_pts);
592  for (unsigned int gg = 0; gg != nb_gauss_pts; ++gg) {
593  t_normal(j) = FTensor::levi_civita(i, j, k) * t_t1(k) * t_t2(i);
594  ++t_normal;
595  ++t_t1;
596  ++t_t2;
597  }
598  }
599 
601 }
static Number< 1 > N1
static Number< 0 > N0
#define MoFEMFunctionReturnHot(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:460
@ MOFEM_DATA_INCONSISTENCY
Definition: definitions.h:44
@ MOFEM_NOT_IMPLEMENTED
Definition: definitions.h:45
static const char *const ApproximationBaseNames[]
Definition: definitions.h:85
#define MoFEMFunctionBeginHot
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:453
FTensor::Index< 'i', SPACE_DIM > i
FTensor::Index< 'j', 3 > j
FTensor::Index< 'k', 3 > k
constexpr std::enable_if<(Dim0<=2 &&Dim1<=2), Tensor2_Expr< Levi_Civita< T >, T, Dim0, Dim1, i, j > >::type levi_civita(const Index< i, Dim0 > &, const Index< j, Dim1 > &)
levi_civita functions to make for easy adhoc use
UBlasMatrix< double > MatrixDouble
Definition: Types.hpp:88
FTensor::Index< 'm', 3 > m
MatrixDouble & getTangent1AtGaussPts()
if higher order geometry return tangent vector to triangle at Gauss pts.
MatrixDouble & getTangent2AtGaussPts()
if higher order geometry return tangent vector to triangle at Gauss pts.
MatrixDouble & getNormalsAtGaussPts()
if higher order geometry return normals at Gauss pts.

The documentation for this struct was generated from the following files: