241 lines
5.8 KiB
C
241 lines
5.8 KiB
C
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// The FOAM Project // File: elasticPlastic.C
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/*
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-------------------------------------------------------------------------------
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========= | Class Implementation
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\\ / |
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\\ / | Name: elasticPlastic
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\\ / | Family: rheologyLaw
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\\/ |
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F ield | FOAM version: 2.3
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O peration |
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A and | Copyright (C) 1991-2004 Nabla Ltd.
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M anipulation | All Rights Reserved.
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-------------------------------------------------------------------------------
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DESCRIPTION
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AUTHOR
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Hrvoje Jasak.
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-------------------------------------------------------------------------------
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*/
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#include "elasticNLPlastic.H"
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#include "addToRunTimeSelectionTable.H"
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#include "zeroGradientFvPatchFields.H"
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// * * * * * * * * * * * * * * Static Data Members * * * * * * * * * * * * * //
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namespace Foam
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{
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defineTypeNameAndDebug(elasticNLPlastic, 0);
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addToRunTimeSelectionTable(rheologyLaw, elasticNLPlastic, dictionary);
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}
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// * * * * * * * * * * * * * Private Member Functions * * * * * * * * * * * //
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// * * * * * * * * * * * * * * * * Constructors * * * * * * * * * * * * * * //
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// Construct from dictionary
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Foam::elasticNLPlastic::elasticNLPlastic
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(
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const word& name,
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const volSymmTensorField& sigma,
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const dictionary& dict
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)
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:
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rheologyLaw(name, sigma, dict),
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rho_(dict.lookup("rho")),
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E_(dict.lookup("E")),
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nu_(dict.lookup("nu")),
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sigmaY_(dict.lookup("sigmaY")),
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Ep_(dict.lookup("Ep")),
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matStrength_(dict.lookup("sigmaMax")),
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bCf_(dict.lookup("bCf")),
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nCf_(dict.lookup("nCf"))
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{}
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// * * * * * * * * * * * * * * * * Destructor * * * * * * * * * * * * * * * //
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Foam::elasticNLPlastic::~elasticNLPlastic()
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{}
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// * * * * * * * * * * * * * * * Member Functions * * * * * * * * * * * * * //
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Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::rho() const
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{
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return tmp<volScalarField>
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(
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new volScalarField
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(
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IOobject
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(
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"rho",
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mesh().time().timeName(),
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mesh(),
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IOobject::NO_READ,
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IOobject::NO_WRITE
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),
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mesh(),
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rho_,
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zeroGradientFvPatchScalarField::typeName
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)
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);
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}
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Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::E() const
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{
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// Correction of modulus of elasticity to account for
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// stress-strain curve continuity!
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// Done according to yield stress value - E = sigmaY/epsY!
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dimensionedScalar Ecorr =
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sigmaY_
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/::exp
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(
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log
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(
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log(matStrength_/(matStrength_ - sigmaY_)).value()
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/bCf_.value()
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)
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/nCf_.value()
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);
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return tmp<volScalarField>
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(
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new volScalarField
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(
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IOobject
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(
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"E",
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mesh().time().timeName(),
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mesh(),
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IOobject::NO_READ,
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IOobject::NO_WRITE
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),
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mesh(),
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Ecorr,
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zeroGradientFvPatchScalarField::typeName
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)
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);
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}
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Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::nu() const
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{
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return tmp<volScalarField>
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(
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new volScalarField
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(
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IOobject
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(
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"nu",
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mesh().time().timeName(),
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mesh(),
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IOobject::NO_READ,
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IOobject::NO_WRITE
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),
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mesh(),
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nu_,
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zeroGradientFvPatchScalarField::typeName
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)
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);
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}
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Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::sigmaY() const
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{
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return tmp<volScalarField>
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(
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new volScalarField
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(
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IOobject
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(
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"sigmaY",
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mesh().time().timeName(),
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mesh(),
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IOobject::NO_READ,
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IOobject::NO_WRITE
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),
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mesh(),
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sigmaY_,
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zeroGradientFvPatchScalarField::typeName
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)
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);
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}
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Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::Ep() const
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{
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return tmp<volScalarField>
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(
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new volScalarField
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(
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IOobject
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(
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"Ep",
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mesh().time().timeName(),
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mesh(),
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IOobject::NO_READ,
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IOobject::NO_WRITE
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),
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mesh(),
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Ep_,
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zeroGradientFvPatchScalarField::typeName
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)
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);
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}
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Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::
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Ep(const volScalarField& sigmaEq) const
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{
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tmp<volScalarField> tresult
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(
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new volScalarField
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(
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IOobject
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(
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"Ep",
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mesh().time().timeName(),
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mesh(),
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IOobject::NO_READ,
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IOobject::NO_WRITE
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),
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mesh(),
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dimensionedScalar("zeroEp", dimPressure, Ep_.value()),
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zeroGradientFvPatchScalarField::typeName
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)
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);
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const scalarField& sigmaEqI = sigmaEq.internalField();
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scalar epsY = exp ( log ( log(matStrength_/(matStrength_ -
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sigmaY_)).value() /bCf_.value() ) /nCf_.value() );
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dimensionedScalar Ecorr = sigmaY_ /epsY;
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forAll(sigmaEqI, cellI)
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{
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scalar epsCurrI = exp ( log ( log(matStrength_.value()/(max(matStrength_.value()/1e6,matStrength_.value() - sigmaEqI[cellI]))) /bCf_.value()) /nCf_.value());
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dimensionedScalar Ep = matStrength_*bCf_*nCf_ *pow(epsCurrI, nCf_ - 1.0)
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*exp(-bCf_*pow(epsCurrI, nCf_));
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tresult().internalField()[cellI] =
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Ep.value()/(1.0 - Ep.value()/Ecorr.value());
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}
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tresult().correctBoundaryConditions();
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return tresult;
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}
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// ************************************************************************* //
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