winklermodel.h

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/*
 *
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 *               ##   ##  ##   ##  ##      ##      ## ### ##
 *              ##   ##  ##   ##  ####    ####    ##  #  ##
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 *            ##   ##  ##   ##  ##      ##      ##     ##
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 *
 *
 *             OOFEM : Object Oriented Finite Element Code
 *
 *               Copyright (C) 1993 - 2014   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 winklermodel_h
#define winklermodel_h

#include "../sm/Materials/structuralmaterial.h"
#include "floatarray.h"
#include "floatmatrix.h"
#include "matconst.h"
#include "matstatus.h"
#include "interface.h"
#include "stressstrainprincmode.h"


#define _IFT_WinklerMaterial_Name "winkler"
#define _IFT_WinklerMaterial_C1 "c1"
#define _IFT_WinklerMaterial_globalFlag "global"


namespace oofem {

class GaussPoint;
class WinklerMaterial : public StructuralMaterial
{
protected:
    FloatArray c1;
    bool globalFromulation;

public:
    WinklerMaterial(int n, Domain * d);
    virtual ~WinklerMaterial();

    // identification and auxiliary functions

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

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

    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 give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep);
    virtual void give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep);
    virtual MaterialStatus * CreateStatus(GaussPoint *gp) const;
};

  class OOFEM_EXPORT Beam3dSubsoilMaterialInterface : public Interface
  {
  public:
    Beam3dSubsoilMaterialInterface() {};

    virtual void B3SSMI_getUnknownsGtoLRotationMatrix (FloatMatrix &answer) = 0;
  };
  
 
} // end namespace oofem
#endif // winklermodel_h