structuralmaterial.h

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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 structuralmaterial_h
#define structuralmaterial_h

#include "material.h"
#include "floatarray.h"
#include "floatmatrix.h"
#include "matconst.h"
#include "matstatus.h"
#include "stressstrainprincmode.h"
#include "valuemodetype.h"
#include <vector>


#define _IFT_StructuralMaterial_referencetemperature "referencetemperature"
#define _IFT_StructuralMaterial_talpha "talpha"


namespace oofem {
#define STRAIN_STEPS 10.0

class GaussPoint;

class StructuralMaterial : public Material
{
protected:
    double referenceTemperature;

public:
    static std::vector< std::vector<int> > vIindex;

    static std::vector< std::vector<int> > svIndex;

    static int giveSymVI(int ind1, int ind2) { return svIndex[ind1-1][ind2-1]; }
    static int giveVI(int ind1, int ind2) { return vIindex[ind1-1][ind2-1]; }    

    StructuralMaterial(int n, Domain *d);
    virtual ~StructuralMaterial() { }

    virtual int hasMaterialModeCapability(MaterialMode mode);
    virtual const char *giveClassName() const { return "StructuralMaterial"; }

    virtual IRResultType initializeFrom(InputRecord *ir);
    virtual void giveInputRecord(DynamicInputRecord &input);

    virtual void giveStiffnessMatrix(FloatMatrix &answer,
                                     MatResponseMode mode,
                                     GaussPoint *gp,
                                     TimeStep *tStep);

    virtual void giveRealStressVector(FloatArray &answer, GaussPoint *gp,
                                      const FloatArray &reducedStrain, TimeStep *tStep);
    virtual void giveRealStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_StressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep);
    virtual void giveRealStressVector_ShellStressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep);
    virtual void giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_2dBeamLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_PlateLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_Fiber(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_Lattice2d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_Lattice3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_2dPlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);
    virtual void giveRealStressVector_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep);

    virtual void giveFirstPKStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep);
    virtual void giveFirstPKStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep);
    virtual void giveFirstPKStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep);
    virtual void giveFirstPKStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep);

    virtual void giveCauchyStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)
    { OOFEM_ERROR("not implemented "); }
    virtual void giveCauchyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)
    { OOFEM_ERROR("not implemented "); }
    virtual void giveCauchyStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)
    { OOFEM_ERROR("not implemented "); }
    virtual void giveCauchyStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)
    { OOFEM_ERROR("not implemented "); }

    virtual void giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep);

    void give_dPdF_from(const FloatMatrix &dSdE, FloatMatrix &answer, GaussPoint *gp);
    void convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode);

    virtual void giveThermalDilatationVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep);
    double giveReferenceTemperature() { return referenceTemperature; }

    virtual void computeStressIndependentStrainVector(FloatArray &answer,
                                                      GaussPoint *gp, TimeStep *tStep, ValueModeType mode);
    virtual void computeStressIndependentStrainVector_3d(FloatArray &answer,
                                                      GaussPoint *gp, TimeStep *tStep, ValueModeType mode);


    static void computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode);
    static void computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s,
                                       stressStrainPrincMode mode);

    static double computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s);
    static void computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean);

    static void applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu);
    static void applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double GModulus);

    static void applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu);
    static void applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double GModulus);
    
    static void applyElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu);
    static void applyElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu);

    static double computeStressNorm(const FloatArray &stress);

    static double computeFirstInvariant(const FloatArray &s);
    static double computeSecondStressInvariant(const FloatArray &s);
    static double computeThirdStressInvariant(const FloatArray &s);

    static double computeFirstCoordinate(const FloatArray &s);
    static double computeSecondCoordinate(const FloatArray &s);
    static double computeThirdCoordinate(const FloatArray &s);

    virtual void give3dMaterialStiffnessMatrix(FloatMatrix &answer,
                                               MatResponseMode mode,
                                               GaussPoint *gp,
                                               TimeStep *tStep)
    { OOFEM_ERROR("not implemented "); }


    virtual void give3dMaterialStiffnessMatrix_dPdF(FloatMatrix &answer,
                                                    MatResponseMode mode,
                                                    GaussPoint *gp, TimeStep *tStep);

    virtual void give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer,
                                                    MatResponseMode mode,
                                                    GaussPoint *gp, TimeStep *tStep);

    static int giveVoigtVectorMask(IntArray &answer, MaterialMode mmode);

    static int giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode);
    static void giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode);

    static int giveSizeOfVoigtVector(MaterialMode mmode);
    static int giveSizeOfVoigtSymVector(MaterialMode mmode);

    static void giveFullVectorForm(FloatArray &answer, const FloatArray &strainVector,  MaterialMode matMode);
    static void giveFullVectorFormF(FloatArray &answer, const FloatArray &strainVector,  MaterialMode matMode);
    static void giveFullSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode);
    static void giveReducedVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode);
    static void giveReducedSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode);

    static void giveFullSymMatrixForm(FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode);
    static void giveReducedMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode);
    static void giveReducedSymMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode);

    void giveStressDependentPartOfStrainVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector,
                                               TimeStep *tStep, ValueModeType mode);
    void giveStressDependentPartOfStrainVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector,
                                               TimeStep *tStep, ValueModeType mode);

    virtual int setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type);
    virtual int giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep);

    virtual void givePlaneStressStiffMtrx(FloatMatrix &answer,
                                          MatResponseMode mmode, GaussPoint *gp,
                                          TimeStep *tStep);

    virtual void givePlaneStressStiffMtrx_dPdF(FloatMatrix &answer,
                                               MatResponseMode mmode, GaussPoint *gp,
                                               TimeStep *tStep);

    virtual void givePlaneStressStiffMtrx_dCde(FloatMatrix &answer,
                                               MatResponseMode mmode, GaussPoint *gp,
                                               TimeStep *tStep);

    virtual void givePlaneStrainStiffMtrx(FloatMatrix &answer,
                                          MatResponseMode mmode, GaussPoint *gp,
                                          TimeStep *tStep);

    virtual void givePlaneStrainStiffMtrx_dPdF(FloatMatrix &answer,
                                               MatResponseMode mmode, GaussPoint *gp,
                                               TimeStep *tStep);

    virtual void givePlaneStrainStiffMtrx_dCde(FloatMatrix &answer,
                                               MatResponseMode mmode, GaussPoint *gp,
                                               TimeStep *tStep);

    virtual void give1dStressStiffMtrx(FloatMatrix &answer,
                                       MatResponseMode mmode, GaussPoint *gp,
                                       TimeStep *tStep);

    virtual void give1dStressStiffMtrx_dPdF(FloatMatrix &answer,
                                            MatResponseMode mmode, GaussPoint *gp,
                                            TimeStep *tStep);

    virtual void give1dStressStiffMtrx_dCde(FloatMatrix &answer,
                                            MatResponseMode mmode, GaussPoint *gp,
                                            TimeStep *tStep);

    virtual void give2dBeamLayerStiffMtrx(FloatMatrix &answer,
                                          MatResponseMode mmode, GaussPoint *gp,
                                          TimeStep *tStep);
    virtual void givePlateLayerStiffMtrx(FloatMatrix &answer,
                                         MatResponseMode mmode, GaussPoint *gp,
                                         TimeStep *tStep);
    virtual void giveFiberStiffMtrx(FloatMatrix &answer,
                                    MatResponseMode mmode, GaussPoint *gp,
                                    TimeStep *tStep);


    virtual void give2dLatticeStiffMtrx(FloatMatrix &answer,
                                        MatResponseMode mmode, GaussPoint *gp,
                                        TimeStep *tStep);

    virtual void give3dLatticeStiffMtrx(FloatMatrix &answer,
                                        MatResponseMode mmode, GaussPoint *gp,
                                        TimeStep *tStep);


    virtual void give2dPlateSubSoilStiffMtrx(FloatMatrix &answer,
                                             MatResponseMode mmode, GaussPoint *gp,
                                             TimeStep *tStep);
    virtual void give3dBeamSubSoilStiffMtrx(FloatMatrix &answer,
                                             MatResponseMode mmode, GaussPoint *gp,
                                             TimeStep *tStep);
    static void transformStrainVectorTo(FloatArray &answer, const FloatMatrix &base,
                                        const FloatArray &strainVector, bool transpose = false);
    static void transformStressVectorTo(FloatArray &answer, const FloatMatrix &base,
                                        const FloatArray &stressVector, bool transpose = false);

    static double computeVonMisesStress(const FloatArray *currentStress);

    static void giveStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base,
                                                  bool transpose = false);

    static void give2DStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base,
                                                  bool transpose = false);
    
    static void giveStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base,
                                                  bool transpose = false);
    static void givePlaneStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base,
                                                       bool transpose = false);
    static void sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir);

    friend class CrossSection;
    friend class StructuralCrossSection;
    friend class SimpleCrossSection;
    friend class LayeredCrossSection;
};
} // end namespace oofem
#endif // structuralmaterial_h