/*---------------------------------------------------------------------------*\ ========= | \\ / F ield | OpenFOAM: The Open Source CFD Toolbox \\ / O peration | \\ / A nd | Copyright (C) 2004-2007 Hrvoje Jasak \\/ M anipulation | ------------------------------------------------------------------------------- License This file is part of OpenFOAM. OpenFOAM 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 2 of the License, or (at your option) any later version. OpenFOAM 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 OpenFOAM; if not, write to the Free Software Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA Application elasticPlasticSolidFoam Description Transient/steady-state segregated finite-volume solver for small strain elastic plastic solid bodies. Displacement increment field DU is solved for using a total Lagrangian approach, also generating the strain tensor field epsilon, the plastic strain field epsilonP and stress tensor field sigma. Author A. Karac UCD/Zenica P. Cardiff UCD Aitken relaxation by T. Tang DTU \*---------------------------------------------------------------------------*/ #include "fvCFD.H" #include "constitutiveModel.H" #include "solidContactFvPatchVectorField.H" // * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * // int main(int argc, char *argv[]) { # include "setRootCase.H" # include "createTime.H" # include "createMesh.H" # include "createFields.H" # include "createHistory.H" # include "readDivDSigmaExpMethod.H" // * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * // Info<< "\nStarting time loop\n" << endl; for (runTime++; !runTime.end(); runTime++) { Info<< "Time: " << runTime.timeName() << nl << endl; # include "readSolidMechanicsControls.H" int iCorr = 0; lduMatrix::solverPerformance solverPerf; scalar initialResidual = 1.0; scalar relativeResidual = 1.0; scalar plasticResidual = 1.0; lduMatrix::debug = 0; do { DU.storePrevIter(); # include "calculateDivDSigmaExp.H" fvVectorMatrix DUEqn ( rho*fvm::d2dt2(DU) == fvm::laplacian(2*muf + lambdaf, DU, "laplacian(DDU,DU)") + divDSigmaExp - fvc::div(2*muf*(mesh.Sf() & fvc::interpolate(DEpsilonP))) ); solverPerf = DUEqn.solve(); if (iCorr == 0) { initialResidual = solverPerf.initialResidual(); } if (aitkenRelax) { # include "aitkenRelaxation.H" } else { DU.relax(); } gradDU = fvc::grad(DU); # include "calculateRelativeResidual.H" # include "calculateDEpsilonDSigma.H" // correct plastic strain increment rheology.correct(); # include "calculatePlasticResidual.H" if (iCorr % infoFrequency == 0) { Info<< "\tTime " << runTime.value() << ", Corr " << iCorr //<< ", Solving for " << DU.name() // << " using " << solverPerf.solverName() << ", res = " << solverPerf.initialResidual() << ", rel res = " << relativeResidual << ", plastic res = " << plasticResidual; if (aitkenRelax) { Info<< ", aitken = " << aitkenTheta; } Info<< ", inner iters = " << solverPerf.nIterations() << endl; } } while ( iCorr++ < 2 || (//solverPerf.initialResidual() > convergenceTolerance relativeResidual > convergenceTolerance && iCorr < nCorr) ); Info<< nl << "Time " << runTime.value() << ", Solving for " << DU.name() << ", Initial residual = " << initialResidual << ", Final residual = " << solverPerf.initialResidual() << ", Final rel residual = " << relativeResidual << ", No outer iterations " << iCorr << endl; // Update total quantities U += DU; epsilon += DEpsilon; epsilonP += rheology.DEpsilonP(); sigma += DSigma; // Update yields stresses rheology.updateYieldStress(); # include "writeFields.H" # include "writeHistory.H" Info<< "ExecutionTime = " << runTime.elapsedCpuTime() << " s" << " ClockTime = " << runTime.elapsedClockTime() << " s" << nl << endl; } Info<< "End\n" << endl; return(0); } // ************************************************************************* //