structuralms.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 structuralms_h
#define structuralms_h

#include "matstatus.h"
#include "floatarray.h"
#include "matstatmapperint.h"

namespace oofem {
class GaussPoint;
class Dictionary;
class Domain;

class StructuralMaterialStatus : public MaterialStatus, public MaterialStatusMapperInterface
{
protected:
    FloatArray strainVector;
    FloatArray stressVector;
    FloatArray tempStressVector;
    FloatArray tempStrainVector;

    FloatArray PVector;
    FloatArray tempPVector;
    FloatArray CVector;
    FloatArray tempCVector;
    FloatArray FVector;
    FloatArray tempFVector;

public:
    StructuralMaterialStatus(int n, Domain * d, GaussPoint * g);
    virtual ~StructuralMaterialStatus();

    virtual void printOutputAt(FILE *file, TimeStep *tStep);

    virtual void initTempStatus();
    virtual void updateYourself(TimeStep *tStep);

    virtual contextIOResultType saveContext(DataStream &stream, ContextMode mode, void *obj = NULL);
    virtual contextIOResultType restoreContext(DataStream &stream, ContextMode mode, void *obj = NULL);

    const FloatArray &giveStrainVector() const { return strainVector; }
    const FloatArray &giveStressVector() const { return stressVector; }
    const FloatArray &givePVector() const { return PVector; }
    const FloatArray &giveCVector() const { return CVector; }
    const FloatArray &giveFVector() const { return FVector; }
    const FloatArray &giveTempStrainVector() const { return tempStrainVector; }
    const FloatArray &giveTempStressVector() const { return tempStressVector; }
    const FloatArray &giveTempPVector() const { return tempPVector; }
    const FloatArray &giveTempCVector() const { return tempCVector; }
    const FloatArray &giveTempFVector() const { return tempFVector; }
    void letStrainVectorBe(const FloatArray &v) { strainVector = v; }
    void letStressVectorBe(const FloatArray &v) { stressVector = v; }
    void letPVectorBe(const FloatArray &v) { PVector = v; }
    void letCVectorBe(const FloatArray &v) { CVector = v; }
    void letFVectorBe(const FloatArray &v) { FVector = v; }
    void letTempStressVectorBe(const FloatArray &v) { tempStressVector = v; }
    void letTempStrainVectorBe(const FloatArray &v) { tempStrainVector = v; }
    void letTempPVectorBe(const FloatArray &v) { tempPVector = v; }
    void letTempCVectorBe(const FloatArray &v) { tempCVector = v; }
    void letTempFVectorBe(const FloatArray &v) { tempFVector = v; }

    virtual const char *giveClassName() const { return "StructuralMaterialStatus"; }

    virtual void copyStateVariables(const MaterialStatus &iStatus);
    virtual void addStateVariables(const MaterialStatus &iStatus);
};
} // end namespace oofem
#endif // structuralms_h