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nonlinear_elastic.cpp
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1/** \file nonlinear_elastic.cpp
2
3 \brief Atom test for linear elastic dynamics.
4
5 This is not exactly procedure for linear elastic dynamics, since jacobian is
6 evaluated at every time step and snes procedure is involved. However it is
7 implemented like that, to test methodology for general nonlinear problem.
8
9*/
10
11
12
14using namespace MoFEM;
15
16namespace bio = boost::iostreams;
17using bio::stream;
18using bio::tee_device;
19
20static char help[] = "...\n\n";
21
22int main(int argc, char *argv[]) {
23
24 MoFEM::Core::Initialize(&argc, &argv, (char *)0, help);
25
26 try {
27
28 moab::Core mb_instance;
29 moab::Interface &moab = mb_instance;
30 int rank;
31 MPI_Comm_rank(PETSC_COMM_WORLD, &rank);
32
33 PetscBool flg = PETSC_TRUE;
34 char mesh_file_name[255];
35 CHKERR PetscOptionsGetString(PETSC_NULL, PETSC_NULL, "-my_file",
36 mesh_file_name, 255, &flg);
37 if (flg != PETSC_TRUE) {
38 SETERRQ(PETSC_COMM_SELF, 1, "*** ERROR -my_file (MESH FILE NEEDED)");
39 }
40
41 const char *option;
42 option = ""; //"PARALLEL=BCAST;";//;DEBUG_IO";
43 CHKERR moab.load_file(mesh_file_name, 0, option);
44
45 MoFEM::Core core(moab);
46 MoFEM::Interface &m_field = core;
47
48 // ref meshset ref level 0
49 BitRefLevel bit_level0;
50 bit_level0.set(0);
51 EntityHandle meshset_level0;
52 CHKERR moab.create_meshset(MESHSET_SET, meshset_level0);
53 CHKERR m_field.getInterface<BitRefManager>()->setBitRefLevelByDim(
54 0, 3, bit_level0);
55 CHKERR m_field.getInterface<BitRefManager>()->getEntitiesByRefLevel(
56 bit_level0, BitRefLevel().set(), meshset_level0);
57
58 // Fields
59 CHKERR m_field.add_field("SPATIAL_POSITION", H1, AINSWORTH_LEGENDRE_BASE,
60 3);
61 // add entitities (by tets) to the field
62 CHKERR m_field.add_ents_to_field_by_type(0, MBTET, "SPATIAL_POSITION");
63 // set app. order
64 PetscInt order;
65 CHKERR PetscOptionsGetInt(PETSC_NULL, PETSC_NULL, "-my_order", &order,
66 &flg);
67 if (flg != PETSC_TRUE) {
68 order = 1;
69 }
70 CHKERR m_field.set_field_order(0, MBTET, "SPATIAL_POSITION", order);
71 CHKERR m_field.set_field_order(0, MBTRI, "SPATIAL_POSITION", order);
72 CHKERR m_field.set_field_order(0, MBEDGE, "SPATIAL_POSITION", order);
73 CHKERR m_field.set_field_order(0, MBVERTEX, "SPATIAL_POSITION", 1);
74
75 NonlinearElasticElement elastic(m_field, 1);
76 boost::shared_ptr<
78 double_kirchhoff_material_ptr(
80 double>());
81 boost::shared_ptr<
83 adouble_kirchhoff_material_ptr(
85 adouble>());
86 CHKERR elastic.setBlocks(double_kirchhoff_material_ptr,
87 adouble_kirchhoff_material_ptr);
88 CHKERR elastic.addElement("ELASTIC", "SPATIAL_POSITION");
89 CHKERR elastic.setOperators("SPATIAL_POSITION");
90
91 // define problems
92 CHKERR m_field.add_problem("ELASTIC_MECHANICS");
93 // set refinement level for problem
94 CHKERR m_field.modify_problem_ref_level_add_bit("ELASTIC_MECHANICS",
95 bit_level0);
96 // set finite elements for problems
97 CHKERR m_field.modify_problem_add_finite_element("ELASTIC_MECHANICS",
98 "ELASTIC");
99
100 // build field
101 CHKERR m_field.build_fields();
102
103 // use this to apply some strain field to the body (testing only)
104 double scale_positions = 2;
105 {
106 EntityHandle node = 0;
107 double coords[3];
108 for (_IT_GET_DOFS_FIELD_BY_NAME_FOR_LOOP_(m_field, "SPATIAL_POSITION",
109 dof_ptr)) {
110 if (dof_ptr->get()->getEntType() != MBVERTEX)
111 continue;
112 EntityHandle ent = dof_ptr->get()->getEnt();
113 int dof_rank = dof_ptr->get()->getDofCoeffIdx();
114 double &fval = dof_ptr->get()->getFieldData();
115 if (node != ent) {
116 CHKERR moab.get_coords(&ent, 1, coords);
117 node = ent;
118 }
119 fval = scale_positions * coords[dof_rank];
120 }
121 }
122
123 // build finite elemnts
125 // build adjacencies
126 CHKERR m_field.build_adjacencies(bit_level0);
127
128 ProblemsManager *prb_mng_ptr;
129 CHKERR m_field.getInterface(prb_mng_ptr);
130 // build problem
131 CHKERR prb_mng_ptr->buildProblem("ELASTIC_MECHANICS", true);
132 // partition
133 CHKERR prb_mng_ptr->partitionProblem("ELASTIC_MECHANICS");
134 CHKERR prb_mng_ptr->partitionFiniteElements("ELASTIC_MECHANICS");
135 CHKERR prb_mng_ptr->partitionGhostDofs("ELASTIC_MECHANICS");
136
137 // create matrices
138 Vec F;
139 CHKERR m_field.getInterface<VecManager>()->vecCreateGhost(
140 "ELASTIC_MECHANICS", COL, &F);
141 Mat Aij;
143 ->createMPIAIJWithArrays<PetscGlobalIdx_mi_tag>("ELASTIC_MECHANICS",
144 &Aij);
145
146 elastic.getLoopFeRhs().snes_f = F;
147 elastic.getLoopFeLhs().snes_B = Aij;
148
149 CHKERR m_field.loop_finite_elements("ELASTIC_MECHANICS", "ELASTIC",
150 elastic.getLoopFeRhs());
151 CHKERR VecGhostUpdateBegin(F, ADD_VALUES, SCATTER_REVERSE);
152 CHKERR VecGhostUpdateEnd(F, ADD_VALUES, SCATTER_REVERSE);
153 CHKERR VecAssemblyBegin(F);
154 CHKERR VecAssemblyEnd(F);
155
156 CHKERR m_field.loop_finite_elements("ELASTIC_MECHANICS", "ELASTIC",
157 elastic.getLoopFeLhs());
158 CHKERR MatAssemblyBegin(Aij, MAT_FINAL_ASSEMBLY);
159 CHKERR MatAssemblyEnd(Aij, MAT_FINAL_ASSEMBLY);
160
161 double sum = 0;
162 CHKERR VecSum(F, &sum);
163 CHKERR PetscPrintf(PETSC_COMM_WORLD, "sum = %4.3e\n", sum);
164 double fnorm;
165 CHKERR VecNorm(F, NORM_2, &fnorm);
166 CHKERR PetscPrintf(PETSC_COMM_WORLD, "fnorm = %9.8e\n", fnorm);
167
168 double mnorm;
169 CHKERR MatNorm(Aij, NORM_1, &mnorm);
170 CHKERR PetscPrintf(PETSC_COMM_WORLD, "mnorm = %9.8e\n", mnorm);
171
172 if (fabs(sum) > 1e-8) {
173 SETERRQ(PETSC_COMM_WORLD, MOFEM_ATOM_TEST_INVALID, "Failed to pass test");
174 }
175 if (fabs(fnorm - 5.12196914e+00) > 1e-6) {
176 SETERRQ(PETSC_COMM_WORLD, MOFEM_ATOM_TEST_INVALID, "Failed to pass test");
177 }
178 if (fabs(mnorm - 5.48280139e+01) > 1e-6) {
179 SETERRQ(PETSC_COMM_WORLD, MOFEM_ATOM_TEST_INVALID, "Failed to pass test");
180 }
181
182 CHKERR VecDestroy(&F);
183 CHKERR MatDestroy(&Aij);
184 }
186
188
189 return 0;
190}
int main()
@ COL
#define CATCH_ERRORS
Catch errors.
@ AINSWORTH_LEGENDRE_BASE
Ainsworth Cole (Legendre) approx. base nme:nme847.
Definition definitions.h:60
@ H1
continuous field
Definition definitions.h:85
@ MOFEM_ATOM_TEST_INVALID
Definition definitions.h:40
#define CHKERR
Inline error check.
constexpr int order
@ F
#define _IT_GET_DOFS_FIELD_BY_NAME_FOR_LOOP_(MFIELD, NAME, IT)
virtual MoFEMErrorCode build_finite_elements(int verb=DEFAULT_VERBOSITY)=0
Build finite elements.
virtual MoFEMErrorCode build_fields(int verb=DEFAULT_VERBOSITY)=0
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.
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.
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.
MoFEMErrorCode partitionGhostDofs(const std::string name, int verb=VERBOSE)
determine ghost nodes
MoFEMErrorCode buildProblem(const std::string name, const bool square_matrix, int verb=VERBOSE)
build problem data structures
MoFEMErrorCode partitionProblem(const std::string name, int verb=VERBOSE)
partition problem dofs (collective)
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
virtual MoFEMErrorCode add_problem(const std::string &name, enum MoFEMTypes bh=MF_EXCL, int verb=DEFAULT_VERBOSITY)=0
Add problem.
virtual MoFEMErrorCode modify_problem_ref_level_add_bit(const std::string &name_problem, const BitRefLevel &bit)=0
add ref level to problem
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
char mesh_file_name[255]
std::bitset< BITREFLEVEL_SIZE > BitRefLevel
Bit structure attached to each entity identifying to what mesh entity is attached.
Definition Types.hpp:40
implementation of Data Operators for Forces and Sources
Definition Common.hpp:10
PetscErrorCode PetscOptionsGetInt(PetscOptions *, const char pre[], const char name[], PetscInt *ivalue, PetscBool *set)
PetscErrorCode PetscOptionsGetString(PetscOptions *, const char pre[], const char name[], char str[], size_t size, PetscBool *set)
Managing BitRefLevels.
virtual MoFEMErrorCode build_adjacencies(const Range &ents, int verb=DEFAULT_VERBOSITY)=0
build adjacencies
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.
Core (interface) class.
Definition Core.hpp:82
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
static MoFEMErrorCode Finalize()
Checks for options to be called at the conclusion of the program.
Definition Core.cpp:112
Deprecated interface functions.
Matrix manager is used to build and partition problems.
Problem manager is used to build and partition problems.
Vec & snes_f
residual
Mat & snes_B
preconditioner of jacobian matrix
MoFEMErrorCode getInterface(IFACE *&iface) const
Get interface reference to pointer of interface.
Vector manager is used to create vectors \mofem_vectors.
Implementation of elastic (non-linear) St. Kirchhoff equation.
structure grouping operators and data used for calculation of nonlinear elastic element
MyVolumeFE & getLoopFeLhs()
get lhs volume element
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)
MoFEMErrorCode setBlocks(boost::shared_ptr< FunctionsToCalculatePiolaKirchhoffI< double > > materialDoublePtr, boost::shared_ptr< FunctionsToCalculatePiolaKirchhoffI< adouble > > materialAdoublePtr)
MyVolumeFE & getLoopFeRhs()
get rhs volume element
MoFEMErrorCode setOperators(const std::string spatial_position_field_name, const std::string material_position_field_name="MESH_NODE_POSITIONS", const bool ale=false, const bool field_disp=false)
Set operators to calculate left hand tangent matrix and right hand residual.
static char help[]