v0.13.2
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Public Member Functions | Public Attributes | List of all members
PostProcStress Struct Reference

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

Inheritance diagram for PostProcStress:
[legend]
Collaboration diagram for PostProcStress:
[legend]

Public Member Functions

 PostProcStress (moab::Interface &post_proc_mesh, std::vector< EntityHandle > &map_gauss_pts, const std::string field_name, NonlinearElasticElement::BlockData &data, PostProcCommonOnRefMesh::CommonDataForVolume &common_data, const bool field_disp=false, const bool replace_nonanumber_by_max_value=false, const double max_val=1e16, const bool print_cauchy_stress=false)
 
MoFEMErrorCode doWork (int side, EntityType type, EntitiesFieldData::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)
 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...
 

Public Attributes

moab::Interface & postProcMesh
 
std::vector< EntityHandle > & mapGaussPts
 
NonlinearElasticElement::BlockDatadAta
 
PostProcCommonOnRefMesh::CommonDataForVolumecommonData
 
const bool fieldDisp
 
const bool replaceNonANumberByMaxValue
 
const double maxVal
 
const bool printCauchy
 
NonlinearElasticElement::CommonData nonLinearElementCommonData
 
- 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...
 
- 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)
 
virtual MoFEMErrorCode setPtrFE (ForcesAndSourcesCore *ptr)
 
- Protected Attributes inherited from MoFEM::ForcesAndSourcesCore::UserDataOperator
ForcesAndSourcesCoreptrFE
 

Detailed Description

Examples
NonlinearElasticElementInterface.hpp, Remodeling.cpp, nonlinear_dynamics.cpp, and simple_contact.cpp.

Definition at line 17 of file PostProcStresses.hpp.

Constructor & Destructor Documentation

◆ PostProcStress()

PostProcStress::PostProcStress ( moab::Interface &  post_proc_mesh,
std::vector< EntityHandle > &  map_gauss_pts,
const std::string  field_name,
NonlinearElasticElement::BlockData data,
PostProcCommonOnRefMesh::CommonDataForVolume common_data,
const bool  field_disp = false,
const bool  replace_nonanumber_by_max_value = false,
const double  max_val = 1e16,
const bool  print_cauchy_stress = false 
)
inline

Definition at line 30 of file PostProcStresses.hpp.

40 field_name, ForcesAndSourcesCore::UserDataOperator::OPROW),
41 postProcMesh(post_proc_mesh), mapGaussPts(map_gauss_pts), dAta(data),
42 commonData(common_data), fieldDisp(field_disp),
43 replaceNonANumberByMaxValue(replace_nonanumber_by_max_value),
44 maxVal(max_val), printCauchy(print_cauchy_stress) {}
constexpr auto field_name
PostProcCommonOnRefMesh::CommonDataForVolume & commonData
NonlinearElasticElement::BlockData & dAta
const bool printCauchy
const bool replaceNonANumberByMaxValue
std::vector< EntityHandle > & mapGaussPts
const double maxVal
const bool fieldDisp
moab::Interface & postProcMesh

Member Function Documentation

◆ doWork()

MoFEMErrorCode PostProcStress::doWork ( int  side,
EntityType  type,
EntitiesFieldData::EntData &  data 
)
inline

Definition at line 48 of file PostProcStresses.hpp.

49 {
51
52 if (type != MBVERTEX)
54 if (data.getIndices().size() == 0)
56 if (dAta.tEts.find(getNumeredEntFiniteElementPtr()->getEnt()) ==
57 dAta.tEts.end()) {
59 }
60
61 const auto &dof_ptr = data.getFieldDofs()[0];
62
63 int id = dAta.iD;
64
65 Tag th_id;
66 int def_block_id = -1;
67 CHKERR postProcMesh.tag_get_handle("BLOCK_ID", 1, MB_TYPE_INTEGER, th_id,
68 MB_TAG_CREAT | MB_TAG_SPARSE,
69 &def_block_id);
70 Range::iterator tit = commonData.tEts.begin();
71 for (; tit != commonData.tEts.end(); tit++) {
72 CHKERR postProcMesh.tag_set_data(th_id, &*tit, 1, &id);
73 }
74
75 string tag_name_piola1 = dof_ptr->getName() + "_PIOLA1_STRESS";
76 string tag_name_energy = dof_ptr->getName() + "_ENERGY_DENSITY";
77
78 int tag_length = 9;
79 double def_VAL[tag_length];
80 bzero(def_VAL, tag_length * sizeof(double));
81 Tag th_piola1, th_energy, th_cauchy;
82 CHKERR postProcMesh.tag_get_handle(tag_name_piola1.c_str(), tag_length,
83 MB_TYPE_DOUBLE, th_piola1,
84 MB_TAG_CREAT | MB_TAG_SPARSE, def_VAL);
85 CHKERR postProcMesh.tag_get_handle(tag_name_energy.c_str(), 1,
86 MB_TYPE_DOUBLE, th_energy,
87 MB_TAG_CREAT | MB_TAG_SPARSE, def_VAL);
88
89 if (printCauchy) {
90 string tag_name_cauchy = "MED_" + dof_ptr->getName() + "_CAUCHY_STRESS";
91 CHKERR postProcMesh.tag_get_handle(tag_name_cauchy.c_str(), tag_length,
92 MB_TYPE_DOUBLE, th_cauchy,
93 MB_TAG_CREAT | MB_TAG_SPARSE, def_VAL);
94 }
95
96 int nb_gauss_pts = data.getN().size1();
97 if (mapGaussPts.size() != (unsigned int)nb_gauss_pts) {
98 SETERRQ(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
99 "Nb. of integration points is not equal to number points on "
100 "post-processing mesh");
101 }
102 if (commonData.gradMap[rowFieldName].size() != (unsigned int)nb_gauss_pts) {
103 SETERRQ1(PETSC_COMM_SELF, MOFEM_DATA_INCONSISTENCY,
104 "Gradient of field not found, filed <%s> not found",
105 rowFieldName.c_str());
106 }
107
108 MatrixDouble3by3 H, invH;
109 double detH;
110
112 dAta.materialDoublePtr->opPtr = this;
113 CHKERR dAta.materialDoublePtr->getDataOnPostProcessor(commonData.fieldMap,
115
118
119 MatrixDouble3by3 maxP(3, 3);
120 maxP.clear();
121
122 for (int gg = 0; gg != nb_gauss_pts; ++gg) {
123
124 dAta.materialDoublePtr->gG = gg;
125 dAta.materialDoublePtr->F.resize(3, 3);
126 noalias(dAta.materialDoublePtr->F) =
128 if (fieldDisp) {
129 for (int dd = 0; dd != 3; dd++) {
130 dAta.materialDoublePtr->F(dd, dd) += 1;
131 }
132 }
133 if (commonData.gradMap["MESH_NODE_POSITIONS"].size() ==
134 (unsigned int)nb_gauss_pts) {
135 H.resize(3, 3);
136 invH.resize(3, 3);
137 noalias(H) = (commonData.gradMap["MESH_NODE_POSITIONS"])[gg];
138 detH = determinantTensor3by3(H);
139 CHKERR invertTensor3by3(H, detH, invH);
140 noalias(dAta.materialDoublePtr->F) =
141 prod(dAta.materialDoublePtr->F, invH);
142 }
143
144 int nb_active_variables = 9;
145 CHKERR dAta.materialDoublePtr->setUserActiveVariables(
146 nb_active_variables);
147 CHKERR dAta.materialDoublePtr->calculateP_PiolaKirchhoffI(
149 CHKERR dAta.materialDoublePtr->calculateElasticEnergy(
151 CHKERR postProcMesh.tag_set_data(th_piola1, &mapGaussPts[gg], 1,
152 &dAta.materialDoublePtr->P(0, 0));
153 CHKERR postProcMesh.tag_set_data(th_energy, &mapGaussPts[gg], 1,
154 &dAta.materialDoublePtr->eNergy);
155 if (printCauchy) {
156 dAta.materialDoublePtr->sigmaCauchy.resize(3, 3);
157 CHKERR dAta.materialDoublePtr->calculateCauchyStress(
159 CHKERR postProcMesh.tag_set_data(
160 th_cauchy, &mapGaussPts[gg], 1,
161 &dAta.materialDoublePtr->sigmaCauchy(0, 0));
162 }
163 }
164
166 MatrixDouble3by3 P(3, 3);
167 for (int gg = 0; gg != nb_gauss_pts; ++gg) {
168 double val_energy;
169 CHKERR postProcMesh.tag_get_data(th_energy, &mapGaussPts[gg], 1,
170 &val_energy);
171 if (!std::isnormal(val_energy)) {
172 CHKERR postProcMesh.tag_set_data(th_energy, &mapGaussPts[gg], 1,
173 &maxVal);
174 CHKERR postProcMesh.tag_get_data(th_piola1, &mapGaussPts[gg], 1,
175 &P(0, 0));
176 for (unsigned int r = 0; r != P.size1(); ++r) {
177 for (unsigned int c = 0; c != P.size2(); ++c) {
178 if (!std::isnormal(P(r, c)))
179 P(r, c) = copysign(maxVal, P(r, c));
180 }
181 }
182 CHKERR postProcMesh.tag_set_data(th_piola1, &mapGaussPts[gg], 1,
183 &P(0, 0));
184 }
185 }
186 }
187
189 }
#define MoFEMFunctionReturnHot(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:447
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:346
@ MOFEM_DATA_INCONSISTENCY
Definition: definitions.h:31
#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
const double c
speed of light (cm/ns)
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
MatrixBoundedArray< double, 9 > MatrixDouble3by3
Definition: Types.hpp:105
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:1323
MoFEMErrorCode determinantTensor3by3(T1 &t, T2 &det)
Calculate determinant 3 by 3.
Definition: Templates.hpp:1342
const double r
rate factor
double H
Definition: plastic.cpp:100
boost::shared_ptr< const NumeredEntFiniteElement > getNumeredEntFiniteElementPtr() const
Return raw pointer to NumeredEntFiniteElement.
boost::shared_ptr< FunctionsToCalculatePiolaKirchhoffI< double > > materialDoublePtr
Range tEts
constrains elements in block set
std::map< std::string, std::vector< VectorDouble > > dataAtGaussPts
std::map< std::string, std::vector< MatrixDouble > > gradAtGaussPts
Range tEts
std::map< std::string, std::vector< VectorDouble > > fieldMap
std::map< std::string, std::vector< MatrixDouble > > gradMap
NonlinearElasticElement::CommonData nonLinearElementCommonData

Member Data Documentation

◆ commonData

PostProcCommonOnRefMesh::CommonDataForVolume& PostProcStress::commonData

Definition at line 24 of file PostProcStresses.hpp.

◆ dAta

NonlinearElasticElement::BlockData& PostProcStress::dAta

Definition at line 23 of file PostProcStresses.hpp.

◆ fieldDisp

const bool PostProcStress::fieldDisp

Definition at line 25 of file PostProcStresses.hpp.

◆ mapGaussPts

std::vector<EntityHandle>& PostProcStress::mapGaussPts

Definition at line 21 of file PostProcStresses.hpp.

◆ maxVal

const double PostProcStress::maxVal

Definition at line 27 of file PostProcStresses.hpp.

◆ nonLinearElementCommonData

NonlinearElasticElement::CommonData PostProcStress::nonLinearElementCommonData

Definition at line 46 of file PostProcStresses.hpp.

◆ postProcMesh

moab::Interface& PostProcStress::postProcMesh

Definition at line 20 of file PostProcStresses.hpp.

◆ printCauchy

const bool PostProcStress::printCauchy

Definition at line 28 of file PostProcStresses.hpp.

◆ replaceNonANumberByMaxValue

const bool PostProcStress::replaceNonANumberByMaxValue

Definition at line 26 of file PostProcStresses.hpp.


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