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Public Member Functions | Public Attributes | List of all members
EshelbianPlasticity::OpSpatialPhysical_du_du Struct Reference

#include <users_modules/eshelbian_plasticty/src/EshelbianPlasticity.hpp>

Inheritance diagram for EshelbianPlasticity::OpSpatialPhysical_du_du:
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Collaboration diagram for EshelbianPlasticity::OpSpatialPhysical_du_du:
[legend]

Public Member Functions

 OpSpatialPhysical_du_du (const std::string &row_field, const std::string &col_field, boost::shared_ptr< DataAtIntegrationPts > &data_ptr, const double alpha)
 
MoFEMErrorCode integrate (EntData &row_data, EntData &col_data)
 
- Public Member Functions inherited from EshelbianPlasticity::OpAssembleVolume
 OpAssembleVolume (const std::string &field, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const char type)
 
 OpAssembleVolume (const std::string &row_field, const std::string &col_field, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const char type, const bool assemble_symmetry)
 
- Public Member Functions inherited from EshelbianPlasticity::OpAssembleBasic< VolUserDataOperator >
 OpAssembleBasic (const std::string &field_name, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const char type)
 
 OpAssembleBasic (const std::string &row_field, const std::string &col_field, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const char type, const bool assemble_symmetry)
 
virtual MoFEMErrorCode integrate (EntData &data)
 
virtual MoFEMErrorCode integrate (int row_side, EntityType row_type, EntData &data)
 
virtual MoFEMErrorCode integrate (EntData &row_data, EntData &col_data)
 
virtual MoFEMErrorCode assemble (EntData &data)
 
virtual MoFEMErrorCode assemble (int row_side, EntityType row_type, EntData &data)
 
virtual MoFEMErrorCode assemble (int row_side, int col_side, EntityType row_type, EntityType col_type, EntData &row_data, EntData &col_data)
 
MoFEMErrorCode doWork (int side, EntityType type, EntData &data)
 
MoFEMErrorCode doWork (int row_side, int col_side, EntityType row_type, EntityType col_type, EntData &row_data, EntData &col_data)
 

Public Attributes

const double alphaU
 
- Public Attributes inherited from EshelbianPlasticity::OpAssembleBasic< VolUserDataOperator >
const bool assembleSymmetry
 
boost::shared_ptr< DataAtIntegrationPts > dataAtPts
 data at integration pts More...
 
VectorDouble nF
 local right hand side vector More...
 
MatrixDouble K
 local tangent matrix More...
 
MatrixDouble transposeK
 

Detailed Description

Definition at line 670 of file EshelbianPlasticity.hpp.

Constructor & Destructor Documentation

◆ OpSpatialPhysical_du_du()

EshelbianPlasticity::OpSpatialPhysical_du_du::OpSpatialPhysical_du_du ( const std::string &  row_field,
const std::string &  col_field,
boost::shared_ptr< DataAtIntegrationPts > &  data_ptr,
const double  alpha 
)
inline

Definition at line 672 of file EshelbianPlasticity.hpp.

676 : OpAssembleVolume(row_field, col_field, data_ptr, OPROWCOL, false),
677 alphaU(alpha) {
678 sYmm = false;
679 }
EshelbianPlasticity::OpAssembleVolume::OpAssembleVolume
OpAssembleVolume(const std::string &field, boost::shared_ptr< DataAtIntegrationPts > data_ptr, const char type)
Definition: EshelbianPlasticity.hpp:488
EshelbianPlasticity::OpSpatialPhysical_du_du::alphaU
const double alphaU
Definition: EshelbianPlasticity.hpp:671

Member Function Documentation

◆ integrate()

MoFEMErrorCode EshelbianPlasticity::OpSpatialPhysical_du_du::integrate ( EntData &  row_data,
EntData &  col_data 
)
virtual

Reimplemented from EshelbianPlasticity::OpAssembleBasic< VolUserDataOperator >.

Examples
EshelbianOperators.cpp.

Definition at line 1044 of file EshelbianOperators.cpp.

1045 {
1046 MoFEMFunctionBegin;
1047
1048 int nb_integration_pts = row_data.getN().size1();
1049 int row_nb_dofs = row_data.getIndices().size();
1050 int col_nb_dofs = col_data.getIndices().size();
1051 auto get_ftensor4 = [](MatrixDouble &m, const int r, const int c) {
1052 return FTensor::Ddg<FTensor::PackPtr<double *, 6>, 3, 3>(
1053
1054 &m(r + 0, c + 0), &m(r + 0, c + 1), &m(r + 0, c + 2), &m(r + 0, c + 3),
1055 &m(r + 0, c + 4), &m(r + 0, c + 5),
1056
1057 &m(r + 1, c + 0), &m(r + 1, c + 1), &m(r + 1, c + 2), &m(r + 1, c + 3),
1058 &m(r + 1, c + 4), &m(r + 1, c + 5),
1059
1060 &m(r + 2, c + 0), &m(r + 2, c + 1), &m(r + 2, c + 2), &m(r + 2, c + 3),
1061 &m(r + 2, c + 4), &m(r + 2, c + 5),
1062
1063 &m(r + 3, c + 0), &m(r + 3, c + 1), &m(r + 3, c + 2), &m(r + 3, c + 3),
1064 &m(r + 3, c + 4), &m(r + 3, c + 5),
1065
1066 &m(r + 4, c + 0), &m(r + 4, c + 1), &m(r + 4, c + 2), &m(r + 4, c + 3),
1067 &m(r + 4, c + 4), &m(r + 4, c + 5),
1068
1069 &m(r + 5, c + 0), &m(r + 5, c + 1), &m(r + 5, c + 2), &m(r + 5, c + 3),
1070 &m(r + 5, c + 4), &m(r + 5, c + 5)
1071
1072 );
1073 };
1074 FTensor::Index<'i', 3> i;
1075 FTensor::Index<'j', 3> j;
1076 FTensor::Index<'k', 3> k;
1077 FTensor::Index<'l', 3> l;
1078 FTensor::Index<'m', 3> m;
1079 FTensor::Index<'n', 3> n;
1080
1081 FTensor::Number<0> N0;
1082 FTensor::Number<1> N1;
1083 FTensor::Number<2> N2;
1084
1085 auto v = getVolume();
1086 auto t_w = getFTensor0IntegrationWeight();
1087 auto t_P_dh0 = getFTensor3FromMat(dataAtPts->P_dh0);
1088 auto t_P_dh1 = getFTensor3FromMat(dataAtPts->P_dh1);
1089 auto t_P_dh2 = getFTensor3FromMat(dataAtPts->P_dh2);
1090 auto t_R = getFTensor2FromMat<3, 3>(dataAtPts->rotMatAtPts);
1091 auto t_approx_P = getFTensor2FromMat<3, 3>(dataAtPts->approxPAtPts);
1092 auto t_P = getFTensor2FromMat<3, 3>(dataAtPts->PAtPts);
1093 auto t_dot_log_u =
1094 getFTensor2SymmetricFromMat<3>(dataAtPts->logStreachDotTensorAtPts);
1095 auto t_u = getFTensor2SymmetricFromMat<3>(dataAtPts->streachTensorAtPts);
1096 auto t_diff_u =
1097 getFTensor4DdgFromMat<3, 3, 1>(dataAtPts->diffStreachTensorAtPts);
1098 auto t_eigen_vals = getFTensor1FromMat<3>(dataAtPts->eigenVals);
1099 auto t_eigen_vecs = getFTensor2FromMat<3, 3>(dataAtPts->eigenVecs);
1100 auto &nbUniq = dataAtPts->nbUniq;
1101
1102 constexpr auto t_kd = FTensor::Kronecker_Delta<int>();
1103 FTensor::Tensor4<double, 3, 3, 3, 3> t_one4;
1104 t_one4(i, j, k, l) = t_kd(j, l) * t_kd(i, k);
1105
1106 FTensor::Tensor4<double, 3, 3, 3, 3> t_one4_symmetric;
1107 t_one4_symmetric(i, j, k, l) = 0;
1108 for (auto ii : {0, 1, 2})
1109 for (auto jj : {0, 1, 2})
1110 for (auto kk : {0, 1, 2})
1111 for (auto ll : {0, 1, 2}) {
1112
1113 if (ll != kk)
1114 t_one4_symmetric(ii, jj, kk, ll) =
1115 t_one4(ii, jj, kk, ll) + t_one4(ii, jj, ll, kk);
1116 else
1117 t_one4_symmetric(ii, jj, kk, ll) = t_one4(ii, jj, kk, ll);
1118 }
1119
1120 int row_nb_base_functions = row_data.getN().size2();
1121 auto t_row_base_fun = row_data.getFTensor0N();
1122
1123 FTensor::Tensor2_symmetric<double, 3> t_one;
1124 t_one(i, j) = 0;
1125 for (auto ii : {0, 1, 2})
1126 t_one(ii, ii) = 1;
1127
1128 const double ts_a = getTSa();
1129 for (int gg = 0; gg != nb_integration_pts; ++gg) {
1130 double a = v * t_w;
1131
1132 FTensor::Tensor4<double, 3, 3, 3, 3> t_P_dh;
1133 t_P_dh(i, j, N0, k) = t_P_dh0(i, j, k);
1134 t_P_dh(i, j, N1, k) = t_P_dh1(i, j, k);
1135 t_P_dh(i, j, N2, k) = t_P_dh2(i, j, k);
1136
1137 FTensor::Tensor2<double, 3, 3> t_RTP;
1138 t_RTP(i, j) = t_R(k, i) * t_approx_P(k, j);
1139 FTensor::Tensor2<double, 3, 3> t_deltaP;
1140 t_deltaP(i, j) = t_RTP(i, j) - t_P(i, j);
1141
1142 FTensor::Tensor2<double, 3, 3> t_dot_u;
1143 t_dot_u(i, j) = t_u(i, k) * t_dot_log_u(k, j);
1144
1145 FTensor::Tensor4<double, 3, 3, 3, 3> t_stress_diff;
1146 t_stress_diff(i, j, k, l) = 0;
1147 for (int ii = 0; ii != 3; ++ii)
1148 for (int jj = 0; jj != 3; ++jj)
1149 for (int kk = 0; kk != 3; ++kk)
1150 for (int ll = 0; ll != 3; ++ll)
1151 for (int mm = 0; mm != 3; ++mm)
1152 for (int nn = 0; nn != 3; ++nn)
1153 t_stress_diff(ii, jj, mm, nn) -=
1154 t_P_dh(ii, jj, kk, ll) * t_diff_u(kk, ll, mm, nn);
1155
1156 FTensor::Tensor2_symmetric<double, 3> t_viscous_stress;
1157 t_viscous_stress(i, j) = alphaU * t_dot_log_u(i, j);
1158 FTensor::Tensor4<double, 3, 3, 3, 3> t_viscous_stress_diff;
1159 t_viscous_stress_diff(i, j, k, l) = t_one4_symmetric(i, j, k, l);
1160 t_viscous_stress_diff(i, j, k, l) *= (ts_a * alphaU);
1161
1162 FTensor::Tensor2<double, 3, 3> t_deltaP2;
1163 t_deltaP2(i, j) = t_deltaP(i, j) - t_viscous_stress(i, j);
1164
1165 auto t_diff2_uP2 = EigenMatrix::getDiffDiffMat(
1166 t_eigen_vals, t_eigen_vecs, f, d_f, dd_f, t_deltaP2, nbUniq[gg]);
1167 for (int ii = 0; ii != 3; ++ii) {
1168 for (int jj = 0; jj < ii; ++jj) {
1169 for (int kk = 0; kk != 3; ++kk) {
1170 for (int ll = 0; ll != kk; ++ll) {
1171 t_diff2_uP2(ii, jj, kk, ll) *= 2;
1172 }
1173 }
1174 }
1175 }
1176 for (int ii = 0; ii != 3; ++ii) {
1177 for (int jj = ii; jj != 3; ++jj) {
1178 for (int kk = 0; kk != 3; ++kk) {
1179 for (int ll = 0; ll < kk; ++ll) {
1180 t_diff2_uP2(ii, jj, kk, ll) *= 2;
1181 }
1182 }
1183 }
1184 }
1185
1186 int rr = 0;
1187 for (; rr != row_nb_dofs / 6; ++rr) {
1188
1189 auto t_col_base_fun = col_data.getFTensor0N(gg, 0);
1190 auto t_m = get_ftensor4(K, 6 * rr, 0);
1191
1192 for (int cc = 0; cc != col_nb_dofs / 6; ++cc) {
1193
1194 const double b = a * t_row_base_fun * t_col_base_fun;
1195
1196 for (int ii = 0; ii != 3; ++ii)
1197 for (int jj = ii; jj != 3; ++jj)
1198 for (int kk = 0; kk != 3; ++kk)
1199 for (int ll = kk; ll != 3; ++ll)
1200 for (int mm = 0; mm != 3; ++mm)
1201 for (int nn = 0; nn != 3; ++nn)
1202 t_m(ii, jj, kk, ll) +=
1203 b * t_diff_u(mm, nn, ii, jj) *
1204 (t_stress_diff(mm, nn, kk, ll) -
1205 t_viscous_stress_diff(mm, nn, kk, ll));
1206
1207 t_m(i, j, k, l) += b * t_diff2_uP2(i, j, k, l);
1208
1209 ++t_m;
1210 ++t_col_base_fun;
1211 }
1212
1213 ++t_row_base_fun;
1214 }
1215 for (; rr != row_nb_base_functions; ++rr)
1216 ++t_row_base_fun;
1217
1218 ++t_w;
1219 ++t_P_dh0;
1220 ++t_P_dh1;
1221 ++t_P_dh2;
1222 ++t_R;
1223 ++t_approx_P;
1224 ++t_P;
1225 ++t_dot_log_u;
1226 ++t_u;
1227 ++t_diff_u;
1228 ++t_eigen_vals;
1229 ++t_eigen_vecs;
1230 }
1231 MoFEMFunctionReturn(0);
1232}
N2
static Number< 2 > N2
Definition: BasicFeTools.hpp:101
N1
static Number< 1 > N1
Definition: BasicFeTools.hpp:100
N0
static Number< 0 > N0
Definition: BasicFeTools.hpp:99
a
constexpr double a
Definition: approx_sphere.cpp:30
FTensor::Kronecker_Delta
Kronecker Delta class.
Definition: Kronecker_Delta.hpp:15
FTensor::Tensor2_symmetric
Definition: Tensor2_symmetric_value.hpp:14
MoFEMFunctionBegin
#define MoFEMFunctionBegin
First executable line of each MoFEM function, used for error handling. Final line of MoFEM functions ...
Definition: definitions.h:346
MoFEMFunctionReturn
#define MoFEMFunctionReturn(a)
Last executable line of each PETSc function used for error handling. Replaces return()
Definition: definitions.h:416
n
FTensor::Index< 'n', SPACE_DIM > n
Definition: fluid_structure_eigenproblem.cpp:66
m
FTensor::Index< 'm', SPACE_DIM > m
Definition: fluid_structure_eigenproblem.cpp:65
t_kd
constexpr auto t_kd
Definition: free_surface.cpp:137
i
FTensor::Index< 'i', SPACE_DIM > i
Definition: hcurl_divergence_operator_2d.cpp:27
c
const double c
speed of light (cm/ns)
Definition: initial_diffusion.cpp:39
v
const double v
phase velocity of light in medium (cm/ns)
Definition: initial_diffusion.cpp:40
l
FTensor::Index< 'l', 3 > l
Definition: matrix_function.cpp:21
j
FTensor::Index< 'j', 3 > j
Definition: matrix_function.cpp:19
k
FTensor::Index< 'k', 3 > k
Definition: matrix_function.cpp:20
EigenMatrix::getDiffDiffMat
FTensor::Ddg< double, 3, 3 > getDiffDiffMat(Val< double, 3 > &t_val, Vec< double, 3 > &t_vec, Fun< double > f, Fun< double > d_f, Fun< double > dd_f, FTensor::Tensor2< double, 3, 3 > &t_S, const int nb)
Definition: MatrixFunction.cpp:78
EshelbianPlasticity::getFTensor3FromMat
FTensor::Tensor3< FTensor::PackPtr< double *, 1 >, 3, 3, 3 > getFTensor3FromMat(MatrixDouble &m)
Definition: EshelbianPlasticity.hpp:23
EshelbianPlasticity::f
double f(const double v)
Definition: EshelbianOperators.cpp:22
EshelbianPlasticity::dd_f
double dd_f(const double v)
Definition: EshelbianOperators.cpp:24
EshelbianPlasticity::d_f
double d_f(const double v)
Definition: EshelbianOperators.cpp:23
sdf.r
int r
Definition: sdf.py:5
EshelbianPlasticity::OpAssembleBasic< VolUserDataOperator >::dataAtPts
boost::shared_ptr< DataAtIntegrationPts > dataAtPts
data at integration pts
Definition: EshelbianPlasticity.hpp:385
MoFEM::EntitiesFieldData::EntData::getFTensor0N
FTensor::Tensor0< FTensor::PackPtr< double *, 1 > > getFTensor0N(const FieldApproximationBase base)
Get base function as Tensor0.
Definition: EntitiesFieldData.hpp:1489
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::EntitiesFieldData::EntData::getIndices
const VectorInt & getIndices() const
Get global indices of dofs on entity.
Definition: EntitiesFieldData.hpp:1201

Member Data Documentation

◆ alphaU

const double EshelbianPlasticity::OpSpatialPhysical_du_du::alphaU
Examples
EshelbianOperators.cpp.

Definition at line 671 of file EshelbianPlasticity.hpp.

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