| 7 | using namespace PyMesh; |
| 8 | |
| 9 | ZSparseMatrix ElasticityTensorAssembler::assemble(FESettingPtr setting) { |
| 10 | typedef FESetting::FEMeshPtr FEMeshPtr; |
| 11 | typedef FESetting::MaterialPtr MaterialPtr; |
| 12 | |
| 13 | typedef Eigen::Triplet<Float> T; |
| 14 | std::vector<T> entries; |
| 15 | |
| 16 | FEMeshPtr mesh = setting->get_mesh(); |
| 17 | MaterialPtr material = setting->get_material(); |
| 18 | |
| 19 | const size_t dim = mesh->getDim(); |
| 20 | const size_t num_elements = mesh->getNbrElements(); |
| 21 | MatrixI order = MatrixOrder::get_order(dim); |
| 22 | size_t num_entries_per_element = dim * (dim+1) / 2; |
| 23 | |
| 24 | for (size_t i=0; i<num_elements; i++) { |
| 25 | size_t base = i * num_entries_per_element; |
| 26 | VectorF coord = mesh->getElementCenter(i); |
| 27 | for (size_t j=0; j<dim; j++) { |
| 28 | for (size_t k=j; k<dim; k++) { |
| 29 | size_t tensor_row = order(j, k); |
| 30 | for (size_t m=0; m<dim; m++) { |
| 31 | for (size_t n=0; n<dim; n++) { |
| 32 | size_t tensor_col = order(m, n); |
| 33 | Float entry = material->get_material_tensor(j,k,m,n,coord); |
| 34 | if (entry != 0.0) { |
| 35 | entries.push_back(T(base + tensor_row, |
| 36 | base + tensor_col, entry)); |
| 37 | } |
| 38 | } |
| 39 | } |
| 40 | } |
| 41 | } |
| 42 | } |
| 43 | |
| 44 | ZSparseMatrix C(num_elements * num_entries_per_element, |
| 45 | num_elements* num_entries_per_element); |
| 46 | C.setFromTriplets(entries.begin(), entries.end()); |
| 47 | return C; |
| 48 | } |
nothing calls this directly
no test coverage detected