/*========================================================================= * * Copyright NumFOCUS * * Licensed under the Apache License, Version 2.0 (the "License"); * you may not use this file except in compliance with the License. * You may obtain a copy of the License at * * https://www.apache.org/licenses/LICENSE-2.0.txt * * Unless required by applicable law or agreed to in writing, software * distributed under the License is distributed on an "AS IS" BASIS, * WITHOUT WARRANTIES OR CONDITIONS OF ANY KIND, either express or implied. * See the License for the specific language governing permissions and * limitations under the License. * *=========================================================================*/ #include "itkFEMElement2DC0QuadraticTriangularStrain.h" #include // int itkFEMElement2DQuadraticTriangularTest(int, char *[]) { using ElementType = itk::fem::Element; using NodeType = ElementType::Node; NodeType::Pointer n0, n1, n2; ElementType::VectorType pt(2); n0 = NodeType::New(); pt[0] = 0.; pt[1] = 0.; n0->SetCoordinates(pt); n1 = NodeType::New(); pt[0] = 1.; pt[1] = 1.; n1->SetCoordinates(pt); n2 = NodeType::New(); pt[0] = 0.; pt[1] = 2.; n2->SetCoordinates(pt); using ElasticityType = itk::fem::MaterialLinearElasticity; auto m = ElasticityType::New(); m->SetGlobalNumber(0); m->SetYoungsModulus(300.0); m->SetCrossSectionalArea(0.02); m->SetMomentOfInertia(0.004); using StrainType = itk::fem::Element2DC0QuadraticTriangularStrain; auto e0 = StrainType::New(); e0->SetGlobalNumber(0); e0->SetNode(0, n0); e0->SetNode(1, n1); e0->SetNode(2, n2); e0->SetMaterial(m); pt[0] = 0.5; pt[1] = 0.5; std::cout << "#integration points = " << e0->GetNumberOfIntegrationPoints(2) << std::endl; std::cout << "shape fxns at " << pt << ":\n" << e0->ShapeFunctions(pt) << std::endl; ElementType::MatrixType shapeD; e0->ShapeFunctionDerivatives(pt, shapeD); std::cout << "shape fxn derivatives:" << std::endl << shapeD << std::endl; std::cout << "Test PASSED!" << std::endl; return EXIT_SUCCESS; }