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foam-extend4.1-coherent-io/applications/solvers/solidMechanics/elasticAcpSolidFoam/elasticAcpSolidFoam.C

257 lines
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C

/*---------------------------------------------------------------------------*\
========= |
\\ / 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
elasticAcpSolidFoam
Description
Arbitrary crack propagation solver.
Cracks may propagate along any mesh internal face.
Please cite:
Carolan D, Tuković Z, Murphy N, Ivankovic A, Arbitrary crack propagation
in multi-phase materials using the finite volume method, Computational
Materials Science, 2013, http://dx.doi.org/10.1016/j.commatsci.2012.11.049.
Author
Zeljko Tukovic, FSB Zagreb
Declan Carolan UCD
Philip Cardiff UCD
\*---------------------------------------------------------------------------*/
#include "fvCFD.H"
#include "constitutiveModel.H"
//#include "componentReferenceList.H"
#include "crackerFvMesh.H"
#include "processorPolyPatch.H"
#include "SortableList.H"
#include "solidInterface.H"
#include "solidCohesiveFvPatchVectorField.H"
#include "solidCohesiveFixedModeMixFvPatchVectorField.H"
#include "clipGauge.H"
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //
int main(int argc, char *argv[])
{
# include "setRootCase.H"
# include "createTime.H"
# include "createCrackerMesh.H"
# include "createFields.H"
# include "createCrack.H"
//# include "createReference.H"
# include "createHistory.H"
# include "readDivSigmaExpMethod.H"
# include "createSolidInterfaceNoModify.H"
// * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * //
Info<< "\nStarting time loop\n" << endl;
lduMatrix::debug = 0;
scalar maxEffTractionFraction = 0;
// time rates for predictor
volTensorField gradV = fvc::ddt(gradU);
surfaceVectorField snGradV =
(snGradU - snGradU.oldTime())/runTime.deltaT();
//# include "initialiseSolution.H"
while (runTime.run())
{
# include "readStressedFoamControls.H"
# include "setDeltaT.H"
runTime++;
Info<< "\nTime: " << runTime.timeName() << " s\n" << endl;
volScalarField rho = rheology.rho();
volScalarField mu = rheology.mu();
volScalarField lambda = rheology.lambda();
surfaceScalarField muf = fvc::interpolate(mu);
surfaceScalarField lambdaf = fvc::interpolate(lambda);
if(solidInterfaceCorr)
solidInterfacePtr->modifyProperties(muf, lambdaf);
//# include "waveCourantNo.H"
int iCorr = 0;
lduMatrix::solverPerformance solverPerf;
scalar initialResidual = 0;
scalar relativeResidual = 1;
//scalar forceResidual = 1;
label nFacesToBreak = 0;
label nCoupledFacesToBreak = 0;
bool topoChange = false;
//bool noMoreCracks = false;
// Predictor step using time rates
if (predictor)
{
Info << "Predicting U, gradU and snGradU using velocity"
<< endl;
U += V*runTime.deltaT();
gradU += gradV*runTime.deltaT();
snGradU += snGradV*runTime.deltaT();
}
do
{
surfaceVectorField n = mesh.Sf()/mesh.magSf();
do
{
U.storePrevIter();
# include "calculateDivSigmaExp.H"
fvVectorMatrix UEqn
(
rho*fvm::d2dt2(U)
==
fvm::laplacian(2*muf + lambdaf, U, "laplacian(DU,U)")
+ divSigmaExp
);
//# include "setReference.H"
if(solidInterfaceCorr)
solidInterfacePtr->correct(UEqn);
if(relaxEqn)
UEqn.relax();
solverPerf = UEqn.solve();
if(aitkenRelax)
{
# include "aitkenRelaxation.H"
}
else
{
U.relax();
}
if(iCorr == 0)
{
initialResidual = solverPerf.initialResidual();
aitkenInitialRes = gMax(mag(U.internalField()));
}
//gradU = solidInterfacePtr->grad(U);
gradU = fvc::grad(U); // use leastSquaresSolidInterface grad scheme
# include "calculateRelativeResidual.H"
//# include "calculateForceResidual.H"
if(iCorr % infoFrequency == 0)
{
Info << "\tTime " << runTime.value()
<< ", Corr " << iCorr
<< ", Solving for " << U.name()
<< " using " << solverPerf.solverName()
<< ", res = " << solverPerf.initialResidual()
<< ", rel res = " << relativeResidual;
if(aitkenRelax) Info << ", aitken = " << aitkenTheta;
Info << ", inner iters " << solverPerf.nIterations() << endl;
}
}
while
(
//iCorr++ == 0
iCorr++ < 2
||
(
solverPerf.initialResidual() > convergenceTolerance
//relativeResidual > convergenceTolerance
&&
iCorr < nCorr
)
);
Info << "Solving for " << U.name() << " using "
<< solverPerf.solverName()
<< ", Initial residual = " << initialResidual
<< ", Final residual = " << solverPerf.initialResidual()
<< ", No outer iterations " << iCorr
<< ", Relative residual " << relativeResidual << endl;
# include "calculateTraction.H"
# include "updateCrack.H"
Info << "Max effective traction fraction: " << maxEffTractionFraction << endl;
// reset counter if faces want to crack
if((nFacesToBreak > 0) || (nCoupledFacesToBreak > 0)) iCorr = 0;
}
while( (nFacesToBreak > 0) || (nCoupledFacesToBreak > 0));
if(cohesivePatchUPtr)
{
if(returnReduce(cohesivePatchUPtr->size(), sumOp<label>()))
{
cohesivePatchUPtr->cracking();
}
}
else
{
if ( returnReduce(cohesivePatchUFixedModePtr->size(), sumOp<label>()) )
{
Pout << "Number of faces in crack: " << cohesivePatchUFixedModePtr->size()
<< endl;
cohesivePatchUFixedModePtr->relativeSeparationDistance();
}
}
// update time rates for predictor
if(predictor)
{
V = fvc::ddt(U);
gradV = fvc::ddt(gradU);
snGradV = (snGradU - snGradU.oldTime())/runTime.deltaT();
}
# include "calculateEpsilonSigma.H"
# include "writeFields.H"
# include "writeHistory.H"
Info<< "ExecutionTime = " << runTime.elapsedCpuTime() << " s"
<< " ClockTime = " << runTime.elapsedClockTime() << " s\n\n"
<< endl;
}
Info<< "End\n" << endl;
return(0);
}
// ************************************************************************* //