/*---------------------------------------------------------------------------*\ ========= | \\ / F ield | foam-extend: Open Source CFD \\ / O peration | Version: 3.2 \\ / A nd | Web: http://www.foam-extend.org \\/ M anipulation | For copyright notice see file Copyright ------------------------------------------------------------------------------- License This file is part of foam-extend. foam-extend is free software: you can redistribute it and/or modify it under the terms of the GNU General Public License as published by the Free Software Foundation, either version 3 of the License, or (at your option) any later version. foam-extend is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU General Public License for more details. You should have received a copy of the GNU General Public License along with foam-extend. If not, see . Application stressFemFoam Description Steady-state segregated finite-element solver of linear-elastic, small-strain deformation of a solid body. Simple linear elasticity structural analysis code. Solves for the displacement vector field U, also generating the stress tensor field sigma. \*---------------------------------------------------------------------------*/ #include "fvCFD.H" #include "pointMesh.H" #include "pointFields.H" #include "tetPolyMesh.H" #include "tetPointFields.H" #include "tetFem.H" #include "tetFec.H" // * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * // int main(int argc, char *argv[]) { # include "setRootCase.H" # include "createTime.H" # include "createMesh.H" # include "createFemMesh.H" # include "createFemFields.H" # include "readMechanicalProperties.H" // * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * // Info << "\nCalculating displacement field\n" << endl; for (runTime++; !runTime.end(); runTime++) { Info<< "Iteration: " << runTime.timeName() << nl << endl; tetFemVectorMatrix UEqn ( tetFem::laplacian(mu, U) + tetFem::laplacianTranspose(mu, U) + tetFem::laplacianTrace(lambda, U) ); UEqn.solve(); # include "calculateStress.H" Info<< "ExecutionTime = " << runTime.elapsedCpuTime() << " s" << " ClockTime = " << runTime.elapsedClockTime() << " s" << nl << endl; } Info << "End\n" << endl; return(0); } // ************************************************************************* //