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foam-extend4.1-coherent-io/applications/solvers/solidMechanics/solidModels/rheologyModel/rheologyLaws/elasticNLPlastic/elasticNLPlastic.C

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2012-09-11 15:42:55 +00:00
// The FOAM Project // File: elasticPlastic.C
/*
-------------------------------------------------------------------------------
========= | Class Implementation
\\ / |
\\ / | Name: elasticPlastic
\\ / | Family: rheologyLaw
\\/ |
F ield | FOAM version: 2.3
O peration |
A and | Copyright (C) 1991-2004 Nabla Ltd.
M anipulation | All Rights Reserved.
-------------------------------------------------------------------------------
DESCRIPTION
AUTHOR
Hrvoje Jasak.
-------------------------------------------------------------------------------
*/
#include "elasticNLPlastic.H"
#include "addToRunTimeSelectionTable.H"
#include "zeroGradientFvPatchFields.H"
// * * * * * * * * * * * * * * Static Data Members * * * * * * * * * * * * * //
namespace Foam
{
defineTypeNameAndDebug(elasticNLPlastic, 0);
addToRunTimeSelectionTable(rheologyLaw, elasticNLPlastic, dictionary);
}
// * * * * * * * * * * * * * Private Member Functions * * * * * * * * * * * //
// * * * * * * * * * * * * * * * * Constructors * * * * * * * * * * * * * * //
// Construct from dictionary
Foam::elasticNLPlastic::elasticNLPlastic
(
const word& name,
const volSymmTensorField& sigma,
const dictionary& dict
)
:
rheologyLaw(name, sigma, dict),
rho_(dict.lookup("rho")),
E_(dict.lookup("E")),
nu_(dict.lookup("nu")),
sigmaY_(dict.lookup("sigmaY")),
Ep_(dict.lookup("Ep")),
matStrength_(dict.lookup("sigmaMax")),
bCf_(dict.lookup("bCf")),
nCf_(dict.lookup("nCf"))
{}
// * * * * * * * * * * * * * * * * Destructor * * * * * * * * * * * * * * * //
Foam::elasticNLPlastic::~elasticNLPlastic()
{}
// * * * * * * * * * * * * * * * Member Functions * * * * * * * * * * * * * //
Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::rho() const
{
return tmp<volScalarField>
(
new volScalarField
(
IOobject
(
"rho",
mesh().time().timeName(),
mesh(),
IOobject::NO_READ,
IOobject::NO_WRITE
),
mesh(),
rho_,
zeroGradientFvPatchScalarField::typeName
)
);
}
Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::E() const
{
// Correction of modulus of elasticity to account for
// stress-strain curve continuity!
// Done according to yield stress value - E = sigmaY/epsY!
dimensionedScalar Ecorr =
sigmaY_
/::exp
(
log
(
log(matStrength_/(matStrength_ - sigmaY_)).value()
/bCf_.value()
)
/nCf_.value()
);
return tmp<volScalarField>
(
new volScalarField
(
IOobject
(
"E",
mesh().time().timeName(),
mesh(),
IOobject::NO_READ,
IOobject::NO_WRITE
),
mesh(),
Ecorr,
zeroGradientFvPatchScalarField::typeName
)
);
}
Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::nu() const
{
return tmp<volScalarField>
(
new volScalarField
(
IOobject
(
"nu",
mesh().time().timeName(),
mesh(),
IOobject::NO_READ,
IOobject::NO_WRITE
),
mesh(),
nu_,
zeroGradientFvPatchScalarField::typeName
)
);
}
Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::sigmaY() const
{
return tmp<volScalarField>
(
new volScalarField
(
IOobject
(
"sigmaY",
mesh().time().timeName(),
mesh(),
IOobject::NO_READ,
IOobject::NO_WRITE
),
mesh(),
sigmaY_,
zeroGradientFvPatchScalarField::typeName
)
);
}
Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::Ep() const
{
return tmp<volScalarField>
(
new volScalarField
(
IOobject
(
"Ep",
mesh().time().timeName(),
mesh(),
IOobject::NO_READ,
IOobject::NO_WRITE
),
mesh(),
Ep_,
zeroGradientFvPatchScalarField::typeName
)
);
}
Foam::tmp<Foam::volScalarField> Foam::elasticNLPlastic::
Ep(const volScalarField& sigmaEq) const
{
tmp<volScalarField> tresult
(
new volScalarField
(
IOobject
(
"Ep",
mesh().time().timeName(),
mesh(),
IOobject::NO_READ,
IOobject::NO_WRITE
),
mesh(),
dimensionedScalar("zeroEp", dimPressure, Ep_.value()),
zeroGradientFvPatchScalarField::typeName
)
);
const scalarField& sigmaEqI = sigmaEq.internalField();
scalar epsY = exp ( log ( log(matStrength_/(matStrength_ -
sigmaY_)).value() /bCf_.value() ) /nCf_.value() );
dimensionedScalar Ecorr = sigmaY_ /epsY;
forAll(sigmaEqI, cellI)
{
scalar epsCurrI = exp ( log ( log(matStrength_.value()/(max(matStrength_.value()/1e6,matStrength_.value() - sigmaEqI[cellI]))) /bCf_.value()) /nCf_.value());
dimensionedScalar Ep = matStrength_*bCf_*nCf_ *pow(epsCurrI, nCf_ - 1.0)
*exp(-bCf_*pow(epsCurrI, nCf_));
tresult().internalField()[cellI] =
Ep.value()/(1.0 - Ep.value()/Ecorr.value());
}
tresult().correctBoundaryConditions();
return tresult;
}
// ************************************************************************* //