FlatSliderSimple2d.h

// -*-c++-*-
//----------------------------------------------------------------------------
//  XC program; finite element analysis code
//  for structural analysis and design.
//
//  Copyright (C)  Luis C. Pérez Tato
//
//  This program derives from OpenSees <http://opensees.berkeley.edu>
//  developed by the  «Pacific earthquake engineering research center».
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//  Except for the restrictions that may arise from the copyright
//  of the original program (see copyright_opensees.txt)
//  XC is free software: you can redistribute it and/or modify
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//  (at your option) any later version.
//
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//  WITHOUT ANY WARRANTY; without even the implied warranty of
//  MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the
//  GNU General Public License for more details. 
//
//
// You should have received a copy of the GNU General Public License 
// along with this program.
// If not, see <http://www.gnu.org/licenses/>.
//----------------------------------------------------------------------------
/* ****************************************************************** **
**    OpenSees - Open System for Earthquake Engineering Simulation    **
**          Pacific Earthquake Engineering Research Center            **
**                                                                    **
**                                                                    **
** (C) Copyright 1999, The Regents of the University of California    **
** All Rights Reserved.                                               **
**                                                                    **
** Commercial use of this program without express permission of the   **
** University of California, Berkeley, is strictly prohibited.  See   **
** file 'COPYRIGHT'  in main directory for information on usage and   **
** redistribution,  and for a DISCLAIMER OF ALL WARRANTIES.           **
**                                                                    **
** Developed by:                                                      **
**   Frank McKenna (fmckenna@ce.berkeley.edu)                         **
**   Gregory L. Fenves (fenves@ce.berkeley.edu)                       **
**   Filip C. Filippou (filippou@ce.berkeley.edu)                     **
**                                                                    **
** ****************************************************************** */

// $Revision: 1.2 $
// $Date: 2009/11/03 23:12:33 $
// $Source: /usr/local/cvs/OpenSees/SRC/element/special/frictionBearing/FlatSliderSimple2d.h,v $

#ifndef FlatSliderSimple2d_h
#define FlatSliderSimple2d_h

// Written: Andreas Schellenberg (andreas.schellenberg@gmx.net)
// Created: 02/06
// Revision: A
//
// Description: This file contains the class definition for FlatSliderSimple2d.
// FlatSliderSimple2d is a friction slider element defined by two nodes. This
// simplified version uses small angle approximations and accounts for the
// rotation of the sliding surface by shifting the shear force.

#include "FrictionElementBase.h"
#include "utility/matrix/Vector.h"
#include "utility/matrix/Matrix.h"

namespace XC {
class Channel;
class FrictionModel;
class UniaxialMaterial;
class Response;

//
class FlatSliderSimple2d: public FrictionElementBase
  {
  private:    
    // state variables
    double ubPlastic;   // plastic displacement in basic system
    
    // committed history variables
    double ubPlasticC;  // plastic displacement in basic system
    
    static Matrix theMatrix;
    static Vector theVector;
    // private methods
    void setUp();
    double sgn(double x);
    int sendData(Communicator &);
    int recvData(const Communicator &);
  public:
    // constructors
    FlatSliderSimple2d(int tag, int Nd1, int Nd2,FrictionModel &theFrnMdl, double uy,
               const std::vector<UniaxialMaterial *> &theMaterials,
               const Vector y= Vector(), const Vector x= Vector(),
        double mass = 0.0, int maxIter = 20, double tol = 1E-8);
    FlatSliderSimple2d();
    
    // public methods to obtain information about dof & connectivity    
    const ID &getExternalNodes() const;
    int getNumDOF();
    void setDomain(Domain *theDomain);
    
    // public methods to set the state of the element    
    int commitState();
    int revertToLastCommit();        
    int revertToStart();        
    int update();
    
    // public methods to obtain stiffness, mass, damping and residual information    
    const Matrix &getTangentStiff();
    const Matrix &getInitialStiff();
    const Matrix &getMass();
    
    int addLoad(ElementalLoad *theLoad, double loadFactor);
    int addInertiaLoadToUnbalance(const Vector &accel);
    
    const Vector &getResistingForce(void) const;
    const Vector &getResistingForceIncInertia(void) const;
    
    // public methods for element output
    int sendSelf(Communicator &);
    int recvSelf(const Communicator &);
    int displaySelf(Renderer &theViewer, int displayMode, float fact);    
    void Print(std::ostream &s, int flag = 0) const;    
    
    Response *setResponse(const std::vector<std::string> &argv, Information &eleInformation);
    int getResponse(int responseID, Information &eleInformation);
  };
} // end of XC namespace

#endif