v0.14.0
Public Member Functions | Public Attributes | List of all members
NonlinearElasticElement::OpGetDataAtGaussPts Struct Reference

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

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

 OpGetDataAtGaussPts (const std::string field_name, std::vector< VectorDouble > &values_at_gauss_pts, std::vector< MatrixDouble > &gradient_at_gauss_pts)
 
MoFEMErrorCode doWork (int side, EntityType type, EntitiesFieldData::EntData &data)
 operator calculating deformation gradient More...
 
- 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

std::vector< VectorDouble > & valuesAtGaussPts
 
std::vector< MatrixDouble > & gradientAtGaussPts
 
const EntityType zeroAtType
 
- 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 342 of file NonLinearElasticElement.hpp.

Constructor & Destructor Documentation

◆ OpGetDataAtGaussPts()

NonlinearElasticElement::OpGetDataAtGaussPts::OpGetDataAtGaussPts ( const std::string  field_name,
std::vector< VectorDouble > &  values_at_gauss_pts,
std::vector< MatrixDouble > &  gradient_at_gauss_pts 
)

Definition at line 86 of file NonLinearElasticElement.cpp.

92  valuesAtGaussPts(values_at_gauss_pts),
93  gradientAtGaussPts(gardient_at_gauss_pts), zeroAtType(MBVERTEX) {}

Member Function Documentation

◆ doWork()

MoFEMErrorCode NonlinearElasticElement::OpGetDataAtGaussPts::doWork ( int  side,
EntityType  type,
EntitiesFieldData::EntData data 
)

operator calculating deformation gradient

temperature gradient is calculated multiplying derivatives of shape functions by degrees of freedom

Definition at line 95 of file NonLinearElasticElement.cpp.

96  {
98 
99  const int nb_dofs = data.getFieldData().size();
100  const int nb_base_functions = data.getN().size2();
101  if (nb_dofs == 0) {
103  }
104  const int nb_gauss_pts = data.getN().size1();
105  const int rank = data.getFieldDofs()[0]->getNbOfCoeffs();
106 
107  // initialize
108  if (type == zeroAtType) {
109  valuesAtGaussPts.resize(nb_gauss_pts);
110  gradientAtGaussPts.resize(nb_gauss_pts);
111  for (int gg = 0; gg != nb_gauss_pts; gg++) {
112  valuesAtGaussPts[gg].resize(rank, false);
113  gradientAtGaussPts[gg].resize(rank, 3, false);
114  }
115  for (int gg = 0; gg != nb_gauss_pts; gg++) {
116  valuesAtGaussPts[gg].clear();
117  gradientAtGaussPts[gg].clear();
118  }
119  }
120 
121  auto base_function = data.getFTensor0N();
122  auto diff_base_functions = data.getFTensor1DiffN<3>();
125 
126  if (rank == 1) {
127 
128  for (int gg = 0; gg != nb_gauss_pts; gg++) {
129  auto field_data = data.getFTensor0FieldData();
130  double &val = valuesAtGaussPts[gg][0];
132  &gradientAtGaussPts[gg](0, 1),
133  &gradientAtGaussPts[gg](0, 2));
134  int bb = 0;
135  for (; bb != nb_dofs; bb++) {
136  val += base_function * field_data;
137  grad(i) += diff_base_functions(i) * field_data;
138  ++diff_base_functions;
139  ++base_function;
140  ++field_data;
141  }
142  for (; bb != nb_base_functions; bb++) {
143  ++diff_base_functions;
144  ++base_function;
145  }
146  }
147 
148  } else if (rank == 3) {
149 
150  for (int gg = 0; gg != nb_gauss_pts; gg++) {
151  auto field_data = data.getFTensor1FieldData<3>();
153  &valuesAtGaussPts[gg][1],
154  &valuesAtGaussPts[gg][2]);
156  &gradientAtGaussPts[gg](0, 0), &gradientAtGaussPts[gg](0, 1),
157  &gradientAtGaussPts[gg](0, 2), &gradientAtGaussPts[gg](1, 0),
158  &gradientAtGaussPts[gg](1, 1), &gradientAtGaussPts[gg](1, 2),
159  &gradientAtGaussPts[gg](2, 0), &gradientAtGaussPts[gg](2, 1),
160  &gradientAtGaussPts[gg](2, 2));
161  int bb = 0;
162  for (; bb != nb_dofs / 3; bb++) {
163  values(i) += base_function * field_data(i);
164  gradient(i, j) += field_data(i) * diff_base_functions(j);
165  ++diff_base_functions;
166  ++base_function;
167  ++field_data;
168  }
169  for (; bb != nb_base_functions; bb++) {
170  ++diff_base_functions;
171  ++base_function;
172  }
173  }
174 
175  } else {
176  // FIXME: THat part is inefficient
177  VectorDouble &values = data.getFieldData();
178  for (int gg = 0; gg < nb_gauss_pts; gg++) {
179  VectorAdaptor N = data.getN(gg, nb_dofs / rank);
180  MatrixAdaptor diffN = data.getDiffN(gg, nb_dofs / rank);
181  for (int dd = 0; dd < nb_dofs / rank; dd++) {
182  for (int rr1 = 0; rr1 < rank; rr1++) {
183  valuesAtGaussPts[gg][rr1] += N[dd] * values[rank * dd + rr1];
184  for (int rr2 = 0; rr2 < 3; rr2++) {
185  gradientAtGaussPts[gg](rr1, rr2) +=
186  diffN(dd, rr2) * values[rank * dd + rr1];
187  }
188  }
189  }
190  }
191  }
192 
194 }

Member Data Documentation

◆ gradientAtGaussPts

std::vector<MatrixDouble>& NonlinearElasticElement::OpGetDataAtGaussPts::gradientAtGaussPts

Definition at line 346 of file NonLinearElasticElement.hpp.

◆ valuesAtGaussPts

std::vector<VectorDouble>& NonlinearElasticElement::OpGetDataAtGaussPts::valuesAtGaussPts

Definition at line 345 of file NonLinearElasticElement.hpp.

◆ zeroAtType

const EntityType NonlinearElasticElement::OpGetDataAtGaussPts::zeroAtType

Definition at line 347 of file NonLinearElasticElement.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
FTensor::Tensor1
Definition: Tensor1_value.hpp:8
MoFEM::EntitiesFieldData::EntData::getFieldData
const VectorDouble & getFieldData() const
get dofs values
Definition: EntitiesFieldData.hpp:1241
MoFEM::EntitiesFieldData::EntData::getDiffN
MatrixDouble & getDiffN(const FieldApproximationBase base)
get derivatives of base functions
Definition: EntitiesFieldData.hpp:1316
NonlinearElasticElement::i
FTensor::Index< 'i', 3 > i
Definition: NonLinearElasticElement.hpp:123
FTensor::Tensor2< double *, 3, 3 >
NonlinearElasticElement::j
FTensor::Index< 'j', 3 > j
Definition: NonLinearElasticElement.hpp:124
MoFEM::EntitiesFieldData::EntData::getFTensor0N
FTensor::Tensor0< FTensor::PackPtr< double *, 1 > > getFTensor0N(const FieldApproximationBase base)
Get base function as Tensor0.
Definition: EntitiesFieldData.hpp:1489
convert.type
type
Definition: convert.py:64
MoFEM::EntitiesFieldData::EntData::getFieldDofs
const VectorDofs & getFieldDofs() const
get dofs data stature FEDofEntity
Definition: EntitiesFieldData.hpp:1256
MoFEM::Types::VectorAdaptor
VectorShallowArrayAdaptor< double > VectorAdaptor
Definition: Types.hpp:115
NonlinearElasticElement::OpGetDataAtGaussPts::zeroAtType
const EntityType zeroAtType
Definition: NonLinearElasticElement.hpp:347
NonlinearElasticElement::OpGetDataAtGaussPts::gradientAtGaussPts
std::vector< MatrixDouble > & gradientAtGaussPts
Definition: NonLinearElasticElement.hpp:346
field_name
constexpr auto field_name
Definition: poisson_2d_homogeneous.cpp:13
FTensor::Index< 'i', 3 >
N
const int N
Definition: speed_test.cpp:3
MoFEM::EntitiesFieldData::EntData::getFTensor0FieldData
FTensor::Tensor0< FTensor::PackPtr< double *, 1 > > getFTensor0FieldData()
Resturn scalar files as a FTensor of rank 0.
Definition: EntitiesFieldData.cpp:506
FTensor::dd
const Tensor2_symmetric_Expr< const ddTensor0< T, Dim, i, j >, typename promote< T, double >::V, Dim, i, j > dd(const Tensor0< T * > &a, const Index< i, Dim > index1, const Index< j, Dim > index2, const Tensor1< int, Dim > &d_ijk, const Tensor1< double, Dim > &d_xyz)
Definition: ddTensor0.hpp:33
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
MoFEM::EntitiesFieldData::EntData::getFTensor1FieldData
FTensor::Tensor1< FTensor::PackPtr< double *, Tensor_Dim >, Tensor_Dim > getFTensor1FieldData()
Return FTensor of rank 1, i.e. vector from filed data coeffinects.
Definition: EntitiesFieldData.hpp:1275
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:1305
UserDataOperator
ForcesAndSourcesCore::UserDataOperator UserDataOperator
Definition: HookeElement.hpp:75
MoFEM::Types::VectorDouble
UBlasVector< double > VectorDouble
Definition: Types.hpp:68
MoFEM::Types::MatrixAdaptor
MatrixShallowArrayAdaptor< double > MatrixAdaptor
Matrix adaptor.
Definition: Types.hpp:132
NonlinearElasticElement::OpGetDataAtGaussPts::valuesAtGaussPts
std::vector< VectorDouble > & valuesAtGaussPts
Definition: NonLinearElasticElement.hpp:345
MoFEMFunctionReturn
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:416
MoFEMFunctionBegin
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:346
MoFEM::ForcesAndSourcesCore::UserDataOperator::OPROW
@ OPROW
operator doWork function is executed on FE rows
Definition: ForcesAndSourcesCore.hpp:567