libeam3dnl2.h

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/*
 *
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 *               ##   ##  ##   ##  ##      ##      ## ### ##
 *              ##   ##  ##   ##  ####    ####    ##  #  ##
 *             ##   ##  ##   ##  ##      ##      ##     ##
 *            ##   ##  ##   ##  ##      ##      ##     ##
 *            #####    #####   ##      ######  ##     ##
 *
 *
 *             OOFEM : Object Oriented Finite Element Code
 *
 *               Copyright (C) 1993 - 2025   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 libeam3dnl2_h
#define libeam3dnl2_h
 
#include "sm/Elements/nlstructuralelement.h"


#define _IFT_LIBeam3dNL2_Name "libeam3dnl2"
#define _IFT_LIBeam3dNL2_refnode "refnode"
 
namespace oofem {
class ParamKey;
class LIBeam3dNL2 : public NLStructuralElement
{
private:
    double l0;
    FloatArray q;
    FloatArray tempQ;
    // curvature at the centre
    // FloatArray  kappa;
    StateCounterType tempQCounter;
    int referenceNode;
 
    static ParamKey IPK_LIBeam3dNL2_refnode;
 
public:
    LIBeam3dNL2(int n, Domain *d);
    virtual ~LIBeam3dNL2() { }
 
    void computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep) override;
    void computeConsistentMassMatrix(FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity = NULL) override
    { computeLumpedMassMatrix(answer, tStep); }
    void computeStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) override;
 
    int computeNumberOfDofs() override { return 12; }
    void giveDofManDofIDMask(int inode, IntArray &answer) const override;
    double computeVolumeAround(GaussPoint *gp) override;
 
    int computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords) override;
 
    // definition & identification
    const char *giveInputRecordName() const override { return _IFT_LIBeam3dNL2_Name; }
    const char *giveClassName() const override { return "LIBeam3dNL2"; }
    void initializeFrom(InputRecord &ir, int prio) override;
    void postInitialize() override;
    Element_Geometry_Type giveGeometryType() const override { return EGT_line_1; }
 
#ifdef __OOFEG
    void drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep) override;
    void drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType) override;
#endif
 
    void computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override;
    void giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord = 0) override;
 
    integrationDomain giveIntegrationDomain() const override { return _Line; }
    MaterialMode giveMaterialMode() override { return _3dBeam; }
 
    void saveContext(DataStream &stream, ContextMode mode) override;
    void restoreContext(DataStream &stream, ContextMode mode) override;
 
protected:
    // edge load support
    void giveEdgeDofMapping(IntArray &answer, int iEdge) const override;
    double computeEdgeVolumeAround(GaussPoint *gp, int iEdge) override;
    int computeLoadLEToLRotationMatrix(FloatMatrix &answer, int iEdge, GaussPoint *gp) override;
    int computeLoadGToLRotationMtrx(FloatMatrix &answer) override;
    void computeBodyLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode) override;
 
    void updateYourself(TimeStep *tStep) override;
    void initForNewStep() override;
    void computeBmatrixAt(GaussPoint *gp, FloatMatrix &answer, int, int) override
    { OOFEM_ERROR("not implemented"); }
    //int computeGtoLRotationMatrix(FloatMatrix& answer);
 
    void computeNmatrixAt(const FloatArray &iLocCoord, FloatMatrix &answer) override;
    void computeGaussPoints() override;
    void computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override;
    void computeConstitutiveMatrix_dPdF_At(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override;
    void computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) override;
 
    double computeLength() override;
    //double givePitch ();
    int giveLocalCoordinateSystem(FloatMatrix &answer) override;

    void updateTempQuaternion(TimeStep *tStep);
    void computeTempCurv(FloatArray &answer, TimeStep *tStep);
    void computeSMtrx(FloatMatrix &answer, FloatArray &vec);
    void computeRotMtrx(FloatMatrix &answer, FloatArray &psi);
    void computeXMtrx(FloatMatrix &answer, TimeStep *tStep);
    void computeRotMtrxFromQuaternion(FloatMatrix &answer, FloatArray &q);
    void computeQuaternionFromRotMtrx(FloatArray &answer, FloatMatrix &R);
    void computeXdVector(FloatArray &answer, TimeStep *tStep);
};
} // end namespace oofem
#endif // libeam3dnl2_h