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Public Member Functions | List of all members
NonlinearElasticElement::OpLhsPiolaKirchhoff_dX Struct Reference

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

Inheritance diagram for NonlinearElasticElement::OpLhsPiolaKirchhoff_dX:
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Collaboration diagram for NonlinearElasticElement::OpLhsPiolaKirchhoff_dX:
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Public Member Functions

 OpLhsPiolaKirchhoff_dX (const std::string vel_field, const std::string field_name, BlockData &data, CommonData &common_data)
 
MoFEMErrorCode getJac (EntitiesFieldData::EntData &col_data, int gg)
 Derivative of Piola Kirchhoff stress over material DOFs. More...
 
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...
 
virtual MoFEMErrorCode aSemble (int row_side, int col_side, EntityType row_type, EntityType col_type, EntitiesFieldData::EntData &row_data, EntitiesFieldData::EntData &col_data)
 
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 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)
 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 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...
 

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...
 
- 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 NonlinearElasticElement::OpLhsPiolaKirchhoff_dx
BlockDatadAta
 
CommonDatacommonData
 
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...
 
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::VolumeElementForcesAndSourcesCore::UserDataOperator
MoFEMErrorCode setPtrFE (ForcesAndSourcesCore *ptr)
 
virtual MoFEMErrorCode setPtrFE (ForcesAndSourcesCore *ptr)
 
- Protected Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCoreptrFE
 

Detailed Description

Definition at line 598 of file NonLinearElasticElement.hpp.

Constructor & Destructor Documentation

◆ OpLhsPiolaKirchhoff_dX()

NonlinearElasticElement::OpLhsPiolaKirchhoff_dX::OpLhsPiolaKirchhoff_dX ( const std::string  vel_field,
const std::string  field_name,
BlockData data,
CommonData common_data 
)

Definition at line 966 of file NonLinearElasticElement.cpp.

969 : OpLhsPiolaKirchhoff_dx(vel_field, field_name, data, common_data) {
970 sYmm = false;
971}
constexpr auto field_name
bool sYmm
If true assume that matrix is symmetric structure.
OpLhsPiolaKirchhoff_dx(const std::string vel_field, const std::string field_name, BlockData &data, CommonData &common_data)

Member Function Documentation

◆ aSemble()

MoFEMErrorCode NonlinearElasticElement::OpLhsPiolaKirchhoff_dX::aSemble ( int  row_side,
int  col_side,
EntityType  row_type,
EntityType  col_type,
EntitiesFieldData::EntData row_data,
EntitiesFieldData::EntData col_data 
)
virtual

Reimplemented from NonlinearElasticElement::OpLhsPiolaKirchhoff_dx.

Definition at line 978 of file NonLinearElasticElement.cpp.

981 {
983
984 int nb_row = row_data.getIndices().size();
985 int nb_col = col_data.getIndices().size();
986
987 int *row_indices_ptr = &row_data.getIndices()[0];
988 if (!dAta.forcesOnlyOnEntitiesRow.empty()) {
989 rowIndices.resize(nb_row, false);
990 noalias(rowIndices) = row_data.getIndices();
991 row_indices_ptr = &rowIndices[0];
992 VectorDofs &dofs = row_data.getFieldDofs();
993 VectorDofs::iterator dit = dofs.begin();
994 for (int ii = 0; dit != dofs.end(); dit++, ii++) {
995 if (dAta.forcesOnlyOnEntitiesRow.find((*dit)->getEnt()) ==
997 rowIndices[ii] = -1;
998 }
999 }
1000 }
1001
1002 int *col_indices_ptr = &col_data.getIndices()[0];
1003 if (!dAta.forcesOnlyOnEntitiesCol.empty()) {
1004 colIndices.resize(nb_col, false);
1005 noalias(colIndices) = col_data.getIndices();
1006 col_indices_ptr = &colIndices[0];
1007 VectorDofs &dofs = col_data.getFieldDofs();
1008 VectorDofs::iterator dit = dofs.begin();
1009 for (int ii = 0; dit != dofs.end(); dit++, ii++) {
1010 if (dAta.forcesOnlyOnEntitiesCol.find((*dit)->getEnt()) ==
1012 colIndices[ii] = -1;
1013 }
1014 }
1015 }
1016
1017 /*for(int dd1 = 0;dd1<k.size1();dd1++) {
1018 for(int dd2 = 0;dd2<k.size2();dd2++) {
1019 if(k(dd1,dd2)!=k(dd1,dd2)) {
1020 SETERRQ(PETSC_COMM_SELF,1,"Wrong result");
1021 }
1022 }
1023 }*/
1024
1025 CHKERR MatSetValues(getFEMethod()->snes_B, nb_row, row_indices_ptr, nb_col,
1026 col_indices_ptr, &k(0, 0), ADD_VALUES);
1027
1029}
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:346
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:416
#define CHKERR
Inline error check.
Definition: definitions.h:535
MoFEMErrorCode MatSetValues(Mat M, const EntitiesFieldData::EntData &row_data, const EntitiesFieldData::EntData &col_data, const double *ptr, InsertMode iora)
Assemble PETSc matrix.
ublas::vector< FEDofEntity *, DofsAllocator > VectorDofs
const VectorDofs & getFieldDofs() const
get dofs data stature FEDofEntity
const VectorInt & getIndices() const
Get global indices of dofs on entity.
const FEMethod * getFEMethod() const
Return raw pointer to Finite Element Method object.

◆ getJac()

MoFEMErrorCode NonlinearElasticElement::OpLhsPiolaKirchhoff_dX::getJac ( EntitiesFieldData::EntData col_data,
int  gg 
)
virtual

Derivative of Piola Kirchhoff stress over material DOFs.

Reimplemented from NonlinearElasticElement::OpLhsPiolaKirchhoff_dx.

Reimplemented in NonlinearElasticElement::OpLhsEshelby_dx.

Definition at line 973 of file NonLinearElasticElement.cpp.

974 {
975 return get_jac<9>(col_data, gg, commonData.jacStress[gg], jac);
976}
std::vector< MatrixDouble > jacStress
this is simply material tangent operator

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