| 114 | } |
| 115 | |
| 116 | ZSparseMatrix Assembler2D::getStiffnessMatrix() { |
| 117 | // Elastic modulii |
| 118 | // |
| 119 | Eigen::MatrixXd& D = m_D; |
| 120 | Eigen::MatrixXd& C = m_C; |
| 121 | |
| 122 | typedef Eigen::Triplet<double> T; |
| 123 | std::vector<T> triplets; |
| 124 | |
| 125 | for (size_t i=0; i<m_mesh->getNbrElements(); ++i) |
| 126 | { |
| 127 | VectorI idx = m_mesh->getElement(i); |
| 128 | assert(idx.size() == 3); |
| 129 | |
| 130 | Eigen::MatrixXd& dN = m_DN[i]; |
| 131 | |
| 132 | // Small strain-displacement matrix |
| 133 | // |
| 134 | Eigen::MatrixXd B(3,6); |
| 135 | B << dN(0,0), 0.0,dN(1,0), 0.0,dN(2,0), 0.0, |
| 136 | 0.0 ,dN(0,1), 0.0,dN(1,1), 0.0,dN(2,1), |
| 137 | 0.5*dN(0,1),0.5*dN(0,0), |
| 138 | 0.5*dN(1,1),0.5*dN(1,0), |
| 139 | 0.5*dN(2,1),0.5*dN(2,0); |
| 140 | |
| 141 | Eigen::MatrixXd k_el = B.transpose() * D * C * B * m_mesh->getElementVolume(i); |
| 142 | |
| 143 | for (size_t j=0; j<3; ++j) |
| 144 | for (size_t k=0; k<3; ++k) |
| 145 | for (size_t l=0; l<2; ++l) |
| 146 | for (size_t m=0; m<2; ++m) |
| 147 | triplets.push_back(T(2*idx[j]+l, 2*idx[k]+m, k_el(2*j+l, 2*k+m))); |
| 148 | } |
| 149 | |
| 150 | Eigen::SparseMatrix<double> K = Eigen::SparseMatrix<double>(2*m_mesh->getNbrNodes(), 2*m_mesh->getNbrNodes()); |
| 151 | K.setFromTriplets(triplets.begin(), triplets.end()); |
| 152 | ZSparseMatrix tmp = ZSparseMatrix(K); |
| 153 | return tmp; |
| 154 | } |
| 155 | |
| 156 | ZSparseMatrix Assembler2D::getLaplacianMatrix() { |
| 157 | typedef Eigen::Triplet<double> T; |
nothing calls this directly
no test coverage detected