v0.14.0
nonlinear_elastic_test_jacobian.cpp
Go to the documentation of this file.
2 using namespace MoFEM;
3 
4 #include <Hooke.hpp>
5 #include <NeoHookean.hpp>
6 
7 namespace bio = boost::iostreams;
8 using bio::stream;
9 using bio::tee_device;
10 
11 static char help[] = "...\n\n";
12 
13 struct OpCheck
18  "SPATIAL_POSITION", UserDataOperator::OPROW),
19  commonData(common_data) {}
20 
23 
24  MoFEMErrorCode doWork(int side, EntityType type,
27  const int nb_dofs = data.getFieldData().size();
28  // const int nb_base_functions = data.getN().size2();
29  if (nb_dofs == 0) {
31  }
32  const double eps = 1e-12;
33  const int nb_gauss_pts = data.getN().size1();
34  for (int gg = 0; gg != nb_gauss_pts; gg++) {
35  MatrixDouble3by3 &str0 = commonData.sTress[gg];
37  str0(0, 0), str0(0, 1), str0(0, 2), str0(1, 0), str0(1, 1),
38  str0(1, 2), str0(2, 0), str0(2, 1), str0(2, 2));
39  VectorDouble &str1 = commonData.jacEnergy[gg];
40  FTensor::Tensor2<double, 3, 3> t_stress_1(str1[0], str1[1], str1[2],
41  str1[3], str1[4], str1[5],
42  str1[6], str1[7], str1[8]);
43  t_stress_0(i, j) -= t_stress_1(i, j);
44  double nrm2 = t_stress_0(i, j) * t_stress_0(i, j);
45  // PetscPrintf(PETSC_COMM_WORLD,"nrm2 = %3.2e\n",nrm2);
46  if (nrm2 > eps) {
47  SETERRQ1(PETSC_COMM_SELF, MOFEM_ATOM_TEST_INVALID,
48  "derivative of energy and stress inconsistency nrm2 = %6.4e",
49  nrm2);
50  }
51  }
53  }
54 };
55 
56 int main(int argc, char *argv[]) {
57 
58  MoFEM::Core::Initialize(&argc, &argv, (char *)0, help);
59 
60  try {
61 
62  enum materials { HOOKE, NEOHOOKEAN, LASTOP };
63 
64  const char *materials_list[] = {"HOOKE", "NEOHOOKEAN"};
65 
66  PetscBool flg_test_mat;
67  PetscInt choise_value = HOOKE;
68  CHKERR PetscOptionsGetEList(PETSC_NULL, NULL, "-mat", materials_list,
69  LASTOP, &choise_value, &flg_test_mat);
70 
71  moab::Core mb_instance;
72  moab::Interface &moab = mb_instance;
73  int rank;
74  MPI_Comm_rank(PETSC_COMM_WORLD, &rank);
75 
76  PetscBool flg = PETSC_TRUE;
77  char mesh_file_name[255];
78  CHKERR PetscOptionsGetString(PETSC_NULL, PETSC_NULL, "-my_file",
79  mesh_file_name, 255, &flg);
80 
81  const char *option;
82  option = ""; //"PARALLEL=BCAST;";//;DEBUG_IO";
83  CHKERR moab.load_file(mesh_file_name, 0, option);
84 
85  MoFEM::Core core(moab);
86  MoFEM::Interface &m_field = core;
87 
88  // ref meshset ref level 0
89  BitRefLevel bit_level0;
90  bit_level0.set(0);
91  CHKERR m_field.getInterface<BitRefManager>()->setBitRefLevelByDim(
92  0, 3, bit_level0);
93 
94  // Fields
95  CHKERR m_field.add_field("SPATIAL_POSITION", H1, AINSWORTH_LEGENDRE_BASE,
96  3);
97  // add entitities (by tets) to the field
98  CHKERR m_field.add_ents_to_field_by_type(0, MBTET, "SPATIAL_POSITION");
99  // set app. order
100  PetscInt order;
101  CHKERR PetscOptionsGetInt(PETSC_NULL, PETSC_NULL, "-my_order", &order,
102  &flg);
103  if (flg != PETSC_TRUE) {
104  order = 1;
105  }
106  CHKERR m_field.set_field_order(0, MBTET, "SPATIAL_POSITION", order);
107  CHKERR m_field.set_field_order(0, MBTRI, "SPATIAL_POSITION", order);
108  CHKERR m_field.set_field_order(0, MBEDGE, "SPATIAL_POSITION", order);
109  CHKERR m_field.set_field_order(0, MBVERTEX, "SPATIAL_POSITION", 1);
110 
111  // build field
112  CHKERR m_field.build_fields();
113 
114  // use this to apply some strain field to the body (testing only)
115  double scale_positions = 2;
116  {
117  EntityHandle node = 0;
118  double coords[3];
119  for (_IT_GET_DOFS_FIELD_BY_NAME_FOR_LOOP_(m_field, "SPATIAL_POSITION",
120  dof_ptr)) {
121  if (dof_ptr->get()->getEntType() != MBVERTEX)
122  continue;
123  EntityHandle ent = dof_ptr->get()->getEnt();
124  int dof_rank = dof_ptr->get()->getDofCoeffIdx();
125  double &fval = dof_ptr->get()->getFieldData();
126  if (node != ent) {
127  CHKERR moab.get_coords(&ent, 1, coords);
128  node = ent;
129  }
130  fval = scale_positions * coords[dof_rank];
131  }
132  }
133 
134  NonlinearElasticElement elastic(m_field, 1);
135 
136  CHKERR elastic.setBlocks(
137  boost::make_shared<NonlinearElasticElement::
138  FunctionsToCalculatePiolaKirchhoffI<double>>(),
139  boost::make_shared<NonlinearElasticElement::
140  FunctionsToCalculatePiolaKirchhoffI<adouble>>());
141  elastic.commonData.spatialPositions = "SPATIAL_POSITION";
142  elastic.commonData.meshPositions = "MESH_NODE_POSITIONS";
143 
144  CHKERR elastic.addElement("ELASTIC", "SPATIAL_POSITION");
145 
146  // build finite elemnts
147  CHKERR m_field.build_finite_elements();
148  // build adjacencies
149  CHKERR m_field.build_adjacencies(bit_level0);
150 
151  // define problems
152  CHKERR m_field.add_problem("ELASTIC_MECHANICS");
153  // set refinement level for problem
154  CHKERR m_field.modify_problem_ref_level_add_bit("ELASTIC_MECHANICS",
155  bit_level0);
156  // set finite elements for problems
157  CHKERR m_field.modify_problem_add_finite_element("ELASTIC_MECHANICS",
158  "ELASTIC");
159 
160  ProblemsManager *prb_mng_ptr;
161  CHKERR m_field.getInterface(prb_mng_ptr);
162  // build problem
163  CHKERR prb_mng_ptr->buildProblem("ELASTIC_MECHANICS", true);
164  // partition
165  CHKERR prb_mng_ptr->partitionProblem("ELASTIC_MECHANICS");
166  CHKERR prb_mng_ptr->partitionFiniteElements("ELASTIC_MECHANICS");
167  CHKERR prb_mng_ptr->partitionGhostDofs("ELASTIC_MECHANICS");
168 
169  // test nonlinear element
170  {
171  elastic.getLoopFeRhs().getOpPtrVector().push_back(
173  "SPATIAL_POSITION", elastic.commonData));
174  const int tag0 = 1;
175  const int tag1 = 2;
176  std::map<int, NonlinearElasticElement::BlockData>::iterator sit =
177  elastic.setOfBlocks.begin();
178  for (; sit != elastic.setOfBlocks.end(); sit++) {
179  elastic.getLoopFeRhs().getOpPtrVector().push_back(
181  "SPATIAL_POSITION", sit->second, elastic.commonData, tag0,
182  false, false, false));
183  elastic.getLoopFeRhs().getOpPtrVector().push_back(
185  "SPATIAL_POSITION", sit->second, elastic.commonData, tag1, true,
186  false, false, false));
187  }
188  // Run opperator to check consistency
189  elastic.getLoopFeRhs().getOpPtrVector().push_back(
190  new OpCheck(elastic.commonData));
191 
192  CHKERR m_field.loop_finite_elements("ELASTIC_MECHANICS", "ELASTIC",
193  elastic.getLoopFeRhs());
194  }
195 
196  // test materials
197  if (flg_test_mat == PETSC_TRUE) {
198  PetscPrintf(PETSC_COMM_WORLD, "Testing %s\n",
199  materials_list[choise_value]);
200  std::map<int, NonlinearElasticElement::BlockData>::iterator sit =
201  elastic.setOfBlocks.begin();
202  for (; sit != elastic.setOfBlocks.end(); sit++) {
203  switch (choise_value) {
204  case HOOKE:
205  sit->second.materialDoublePtr = boost::make_shared<Hooke<double>>();
206  sit->second.materialAdoublePtr = boost::make_shared<Hooke<adouble>>();
207  break;
208  case NEOHOOKEAN:
209  sit->second.materialDoublePtr =
210  boost::make_shared<NeoHookean<double>>();
211  sit->second.materialAdoublePtr =
212  boost::make_shared<NeoHookean<adouble>>();
213  }
214  }
215  }
216  }
217  CATCH_ERRORS;
218 
220 
221  return 0;
222 }
MoFEMFunctionReturnHot
#define MoFEMFunctionReturnHot(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:447
MoFEM::UnknownInterface::getInterface
MoFEMErrorCode getInterface(IFACE *&iface) const
Get interface refernce to pointer of interface.
Definition: UnknownInterface.hpp:93
MoFEM::EntitiesFieldData::EntData
Data on single entity (This is passed as argument to DataOperator::doWork)
Definition: EntitiesFieldData.hpp:127
MoFEM::CoreInterface::loop_finite_elements
virtual MoFEMErrorCode loop_finite_elements(const std::string problem_name, const std::string &fe_name, FEMethod &method, boost::shared_ptr< NumeredEntFiniteElement_multiIndex > fe_ptr=nullptr, MoFEMTypes bh=MF_EXIST, CacheTupleWeakPtr cache_ptr=CacheTupleSharedPtr(), int verb=DEFAULT_VERBOSITY)=0
Make a loop over finite elements.
MoFEM::ProblemsManager::buildProblem
MoFEMErrorCode buildProblem(const std::string name, const bool square_matrix, int verb=VERBOSE)
build problem data structures
Definition: ProblemsManager.cpp:87
MoFEM::CoreTmp< 0 >
Core (interface) class.
Definition: Core.hpp:82
H1
@ H1
continuous field
Definition: definitions.h:85
EntityHandle
MoFEM::ProblemsManager
Problem manager is used to build and partition problems.
Definition: ProblemsManager.hpp:21
NonlinearElasticElement::OpJacobianPiolaKirchhoffStress
Operator performs automatic differentiation.
Definition: NonLinearElasticElement.hpp:370
NonlinearElasticElement
structure grouping operators and data used for calculation of nonlinear elastic element
Definition: HookeElement.hpp:27
OpCheck
Definition: nonlinear_elastic_test_jacobian.cpp:13
MoFEM::Exceptions::MoFEMErrorCode
PetscErrorCode MoFEMErrorCode
MoFEM/PETSc error code.
Definition: Exceptions.hpp:56
MoFEM::EntitiesFieldData::EntData::getFieldData
const VectorDouble & getFieldData() const
get dofs values
Definition: EntitiesFieldData.hpp:1241
BasicFiniteElements.hpp
MoFEM::CoreTmp< 0 >::Finalize
static MoFEMErrorCode Finalize()
Checks for options to be called at the conclusion of the program.
Definition: Core.cpp:112
OpCheck::OpCheck
OpCheck(NonlinearElasticElement::CommonData &common_data)
Definition: nonlinear_elastic_test_jacobian.cpp:16
OpCheck::doWork
MoFEMErrorCode doWork(int side, EntityType type, EntitiesFieldData::EntData &data)
Operator for linear form, usually to calculate values on right hand side.
Definition: nonlinear_elastic_test_jacobian.cpp:24
MoFEM::CoreInterface::add_ents_to_field_by_type
virtual MoFEMErrorCode add_ents_to_field_by_type(const Range &ents, const EntityType type, const std::string &name, int verb=DEFAULT_VERBOSITY)=0
Add entities to field meshset.
FTensor::Tensor2< double, 3, 3 >
order
constexpr int order
Definition: dg_projection.cpp:18
MoFEM::DeprecatedCoreInterface
Deprecated interface functions.
Definition: DeprecatedCoreInterface.hpp:16
MoFEM::Interface
DeprecatedCoreInterface Interface
Definition: Interface.hpp:1975
NonlinearElasticElement::CommonData::spatialPositions
string spatialPositions
Definition: NonLinearElasticElement.hpp:109
CHKERR
#define CHKERR
Inline error check.
Definition: definitions.h:535
NonlinearElasticElement::CommonData::jacEnergy
std::vector< VectorDouble > jacEnergy
Definition: NonLinearElasticElement.hpp:118
MoFEM
implementation of Data Operators for Forces and Sources
Definition: Common.hpp:10
MoFEM::CoreInterface::build_finite_elements
virtual MoFEMErrorCode build_finite_elements(int verb=DEFAULT_VERBOSITY)=0
Build finite elements.
MoFEM::ForcesAndSourcesCore::UserDataOperator
Definition: ForcesAndSourcesCore.hpp:549
OpCheck::commonData
NonlinearElasticElement::CommonData & commonData
Definition: nonlinear_elastic_test_jacobian.cpp:15
Hooke.hpp
Implementation of linear elastic material.
MoFEM::CoreInterface::add_field
virtual MoFEMErrorCode add_field(const std::string &name, const FieldSpace space, const FieldApproximationBase base, const FieldCoefficientsNumber nb_of_coefficients, const TagType tag_type=MB_TAG_SPARSE, const enum MoFEMTypes bh=MF_EXCL, int verb=DEFAULT_VERBOSITY)=0
Add field.
convert.type
type
Definition: convert.py:64
OpCheck::i
FTensor::Index< 'i', 3 > i
Definition: nonlinear_elastic_test_jacobian.cpp:21
NonlinearElasticElement::CommonData::meshPositions
string meshPositions
Definition: NonLinearElasticElement.hpp:110
NonlinearElasticElement::OpJacobianEnergy
Calculate explicit derivative of free energy.
Definition: NonLinearElasticElement.hpp:459
NonlinearElasticElement::addElement
MoFEMErrorCode addElement(const std::string element_name, const std::string spatial_position_field_name, const std::string material_position_field_name="MESH_NODE_POSITIONS", const bool ale=false)
Definition: NonLinearElasticElement.cpp:1120
MoFEM::VolumeElementForcesAndSourcesCore
Volume finite element base.
Definition: VolumeElementForcesAndSourcesCore.hpp:26
i
FTensor::Index< 'i', SPACE_DIM > i
Definition: hcurl_divergence_operator_2d.cpp:27
MoFEM::ProblemsManager::partitionFiniteElements
MoFEMErrorCode partitionFiniteElements(const std::string name, bool part_from_moab=false, int low_proc=-1, int hi_proc=-1, int verb=VERBOSE)
partition finite elements
Definition: ProblemsManager.cpp:2167
MoFEM::CoreInterface::modify_problem_ref_level_add_bit
virtual MoFEMErrorCode modify_problem_ref_level_add_bit(const std::string &name_problem, const BitRefLevel &bit)=0
add ref level to problem
MoFEM::VolumeElementForcesAndSourcesCore::UserDataOperator
Definition: VolumeElementForcesAndSourcesCore.hpp:108
FractureMechanics::NEOHOOKEAN
@ NEOHOOKEAN
Definition: CrackFrontElement.hpp:23
FTensor::Index< 'i', 3 >
mesh_file_name
char mesh_file_name[255]
Definition: mesh_smoothing.cpp:23
main
int main(int argc, char *argv[])
Definition: nonlinear_elastic_test_jacobian.cpp:56
NonlinearElasticElement::commonData
CommonData commonData
Definition: NonLinearElasticElement.hpp:121
NonlinearElasticElement::CommonData::sTress
std::vector< MatrixDouble3by3 > sTress
Definition: NonLinearElasticElement.hpp:111
FractureMechanics::HOOKE
@ HOOKE
Definition: CrackFrontElement.hpp:23
MoFEM::CoreTmp< 0 >::Initialize
static MoFEMErrorCode Initialize(int *argc, char ***args, const char file[], const char help[])
Initializes the MoFEM database PETSc, MOAB and MPI.
Definition: Core.cpp:72
NonlinearElasticElement::OpGetCommonDataAtGaussPts
Definition: NonLinearElasticElement.hpp:362
CATCH_ERRORS
#define CATCH_ERRORS
Catch errors.
Definition: definitions.h:372
_IT_GET_DOFS_FIELD_BY_NAME_FOR_LOOP_
#define _IT_GET_DOFS_FIELD_BY_NAME_FOR_LOOP_(MFIELD, NAME, IT)
Definition: Interface.hpp:1843
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
MoFEM::Core
CoreTmp< 0 > Core
Definition: Core.hpp:1094
OpCheck::j
FTensor::Index< 'j', 3 > j
Definition: nonlinear_elastic_test_jacobian.cpp:22
help
static char help[]
Definition: nonlinear_elastic_test_jacobian.cpp:11
j
FTensor::Index< 'j', 3 > j
Definition: matrix_function.cpp:19
eps
static const double eps
Definition: check_base_functions_derivatives_on_tet.cpp:11
NonlinearElasticElement::setOfBlocks
std::map< int, BlockData > setOfBlocks
maps block set id with appropriate BlockData
Definition: NonLinearElasticElement.hpp:100
AINSWORTH_LEGENDRE_BASE
@ AINSWORTH_LEGENDRE_BASE
Ainsworth Cole (Legendre) approx. base .
Definition: definitions.h:60
MoFEM::PetscOptionsGetString
PetscErrorCode PetscOptionsGetString(PetscOptions *, const char pre[], const char name[], char str[], size_t size, PetscBool *set)
Definition: DeprecatedPetsc.hpp:172
MoFEM::PetscOptionsGetEList
PetscErrorCode PetscOptionsGetEList(PetscOptions *, const char pre[], const char name[], const char *const *list, PetscInt next, PetscInt *value, PetscBool *set)
Definition: DeprecatedPetsc.hpp:203
FractureMechanics::materials_list
const char * materials_list[]
Definition: CrackPropagation.cpp:494
MoFEM::CoreInterface::build_fields
virtual MoFEMErrorCode build_fields(int verb=DEFAULT_VERBOSITY)=0
MoFEM::Types::MatrixDouble3by3
MatrixBoundedArray< double, 9 > MatrixDouble3by3
Definition: Types.hpp:105
MoFEM::Types::VectorDouble
UBlasVector< double > VectorDouble
Definition: Types.hpp:68
MoFEM::BitRefManager
Managing BitRefLevels.
Definition: BitRefManager.hpp:21
MoFEM::CoreInterface::modify_problem_add_finite_element
virtual MoFEMErrorCode modify_problem_add_finite_element(const std::string name_problem, const std::string &fe_name)=0
add finite element to problem, this add entities assigned to finite element to a particular problem
MoFEM::Types::BitRefLevel
std::bitset< BITREFLEVEL_SIZE > BitRefLevel
Bit structure attached to each entity identifying to what mesh entity is attached.
Definition: Types.hpp:40
MOFEM_ATOM_TEST_INVALID
@ MOFEM_ATOM_TEST_INVALID
Definition: definitions.h:40
MoFEM::CoreInterface::build_adjacencies
virtual MoFEMErrorCode build_adjacencies(const Range &ents, int verb=DEFAULT_VERBOSITY)=0
build adjacencies
MoFEM::CoreInterface::set_field_order
virtual MoFEMErrorCode set_field_order(const EntityHandle meshset, const EntityType type, const std::string &name, const ApproximationOrder order, int verb=DEFAULT_VERBOSITY)=0
Set order approximation of the entities in the field.
NeoHookean.hpp
Implementation of Neo-Hookean elastic material.
MoFEM::ProblemsManager::partitionGhostDofs
MoFEMErrorCode partitionGhostDofs(const std::string name, int verb=VERBOSE)
determine ghost nodes
Definition: ProblemsManager.cpp:2339
MoFEM::CoreInterface::add_problem
virtual MoFEMErrorCode add_problem(const std::string &name, enum MoFEMTypes bh=MF_EXCL, int verb=DEFAULT_VERBOSITY)=0
Add problem.
FractureMechanics::LASTOP
@ LASTOP
Definition: CrackFrontElement.hpp:23
MoFEM::PetscOptionsGetInt
PetscErrorCode PetscOptionsGetInt(PetscOptions *, const char pre[], const char name[], PetscInt *ivalue, PetscBool *set)
Definition: DeprecatedPetsc.hpp:142
MoFEMFunctionReturn
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:416
NonlinearElasticElement::setBlocks
MoFEMErrorCode setBlocks(boost::shared_ptr< FunctionsToCalculatePiolaKirchhoffI< double >> materialDoublePtr, boost::shared_ptr< FunctionsToCalculatePiolaKirchhoffI< adouble >> materialAdoublePtr)
Definition: NonLinearElasticElement.cpp:1086
MoFEMFunctionBegin
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:346
MoFEM::ProblemsManager::partitionProblem
MoFEMErrorCode partitionProblem(const std::string name, int verb=VERBOSE)
partition problem dofs (collective)
Definition: ProblemsManager.cpp:1683
NonlinearElasticElement::CommonData
common data used by volume elements
Definition: NonLinearElasticElement.hpp:105