hydratingconcretemat.h

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/*
 *
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 *               ##   ##  ##   ##  ##      ##      ## ### ##
 *              ##   ##  ##   ##  ####    ####    ##  #  ##
 *             ##   ##  ##   ##  ##      ##      ##     ##
 *            ##   ##  ##   ##  ##      ##      ##     ##
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 *
 *
 *             OOFEM : Object Oriented Finite Element Code
 *
 *               Copyright (C) 1993 - 2013   Borek Patzak
 *
 *
 *
 *       Czech Technical University, Faculty of Civil Engineering,
 *   Department of Structural Mechanics, 166 29 Prague, Czech Republic
 *
 *  This library is free software; you can redistribute it and/or
 *  modify it under the terms of the GNU Lesser General Public
 *  License as published by the Free Software Foundation; either
 *  version 2.1 of the License, or (at your option) any later version.
 *
 *  This program 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
 *  Lesser General Public License for more details.
 *
 *  You should have received a copy of the GNU Lesser General Public
 *  License along with this library; if not, write to the Free Software
 *  Foundation, Inc., 51 Franklin Street, Fifth Floor, Boston, MA  02110-1301  USA
 */

#ifndef hydratingconcretemat_h
#define hydratingconcretemat_h

#include "isoheatmat.h"
#include "hydratingisoheatmat.h"


#define _IFT_HydratingConcreteMat_Name "hydratingconcretemat"
#define _IFT_HydratingConcreteMat_referenceTemperature "referencetemperature"
#define _IFT_HydratingConcreteMat_castAt "castat"
#define _IFT_HydratingConcreteMat_hydrationModelType "hydrationmodeltype"
#define _IFT_HydratingConcreteMat_maxModelIntegrationTime "maxmodelintegrationtime"
#define _IFT_HydratingConcreteMat_minModelTimeStepIntegrations "minmodeltimestepintegrations"
#define _IFT_HydratingConcreteMat_conductivitytype "conductivitytype"
#define _IFT_HydratingConcreteMat_capacitytype "capacitytype"
#define _IFT_HydratingConcreteMat_densitytype "densitytype"
#define _IFT_HydratingConcreteMat_activationEnergy "activationenergy"
#define _IFT_HydratingConcreteMat_massCement "masscement"
#define _IFT_HydratingConcreteMat_reinforcementDegree "reinforcementdegree"
#define _IFT_HydratingConcreteMat_tau "tau"
#define _IFT_HydratingConcreteMat_beta "beta"
#define _IFT_HydratingConcreteMat_B1 "b1"
#define _IFT_HydratingConcreteMat_B2 "b2"
#define _IFT_HydratingConcreteMat_eta "eta"
#define _IFT_HydratingConcreteMat_DoHInf "dohinf"
#define _IFT_HydratingConcreteMat_DoH1 "doh1"
#define _IFT_HydratingConcreteMat_P1 "p1"
#define _IFT_HydratingConcreteMat_qpot "qpot"


namespace oofem {
class HydratingConcreteMat : public IsotropicHeatTransferMaterial
{
public:
    HydratingConcreteMat(int n, Domain * d);
    virtual ~HydratingConcreteMat();

    virtual int hasInternalSource() { return 1; }
    virtual void computeInternalSourceVector(FloatArray &val, GaussPoint *gp, TimeStep *tStep, ValueModeType mode);

    virtual double giveCharacteristicValue(MatResponseMode mode,
                                           GaussPoint *gp,
                                           TimeStep *tStep);

    // identification and auxiliary functions
    virtual const char *giveClassName() const { return "HydratingConcreteMat"; }

    virtual IRResultType initializeFrom(InputRecord *ir);

    // post-processing
    virtual int giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep);
    virtual double giveIsotropicConductivity(GaussPoint *gp, TimeStep *tStep);
    virtual double giveConcreteCapacity(GaussPoint *gp, TimeStep *tStep);
    virtual double giveConcreteDensity(GaussPoint *gp, TimeStep *tStep);
    int hydrationModelType;
    double maxModelIntegrationTime;
    double minModelTimeStepIntegrations;
    double Qpot;
    double massCement;
    double activationEnergy;
    double referenceTemperature;
    double tau, beta;

    double B1, B2, eta, DoHInf;
    double DoH1, P1;

protected:
    double GivePower(TimeStep *tStep, GaussPoint *gp, ValueModeType mode);
    double scaleTemperature(GaussPoint *gp);
    double affinity25(double alpha);

    int conductivityType, capacityType, densityType;
    double reinforcementDegree;
    virtual MaterialStatus *CreateStatus(GaussPoint *gp) const;
};

class HydratingConcreteMatStatus : public TransportMaterialStatus
{
public:
    HydratingConcreteMatStatus(int n, Domain * d, GaussPoint * g);
    virtual ~HydratingConcreteMatStatus();
    double giveDoHActual();
    virtual void updateYourself(TimeStep *tStep);
    virtual void printOutputAt(FILE *file, TimeStep *tStep);
    double power;
    double lastEvalTime;
    double lastEquivalentTime, equivalentTime, degreeOfHydration, lastDegreeOfHydration;
};
} // end namespace oofem
#endif // hydratingconcretemat_h