PathIndependentMaterial.hGo to the documentation of this file.00001 /* ****************************************************************** ** 00002 ** OpenSees - Open System for Earthquake Engineering Simulation ** 00003 ** Pacific Earthquake Engineering Research Center ** 00004 ** ** 00005 ** ** 00006 ** (C) Copyright 1999, The Regents of the University of California ** 00007 ** All Rights Reserved. ** 00008 ** ** 00009 ** Commercial use of this program without express permission of the ** 00010 ** University of California, Berkeley, is strictly prohibited. See ** 00011 ** file 'COPYRIGHT' in main directory for information on usage and ** 00012 ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. ** 00013 ** ** 00014 ** Developed by: ** 00015 ** Frank McKenna (fmckenna@ce.berkeley.edu) ** 00016 ** Gregory L. Fenves (fenves@ce.berkeley.edu) ** 00017 ** Filip C. Filippou (filippou@ce.berkeley.edu) ** 00018 ** ** 00019 ** ****************************************************************** */ 00020 00021 // $Revision: 1.6 $ 00022 // $Date: 2006/08/03 23:42:19 $ 00023 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/PathIndependentMaterial.h,v $ 00024 00025 // Written: MHS 00026 // Created: Aug 2000 00027 // 00028 // Description: This file contains the class definition for 00029 // PathIndependentMaterial. PathIndependentMaterial uses a UniaxialMaterial 00030 // object to represent a path-independent uniaxial material. Since 00031 // it is path-independent, no state information is stored by 00032 // PathIndependentMaterial. 00033 00034 #ifndef PathIndependentMaterial_h 00035 #define PathIndependentMaterial_h 00036 00037 #include <UniaxialMaterial.h> 00038 00039 class PathIndependentMaterial : public UniaxialMaterial 00040 { 00041 public: 00042 PathIndependentMaterial(int tag, UniaxialMaterial &material); 00043 PathIndependentMaterial(); 00044 ~PathIndependentMaterial(); 00045 00046 const char *getClassType(void) const {return "PathIndependentMaterial";}; 00047 00048 int setTrialStrain(double strain, double strainRate = 0.0); 00049 double getStrain(void); 00050 double getStrainRate(void); 00051 double getStress(void); 00052 double getTangent(void); 00053 double getDampTangent(void); 00054 double getInitialTangent(void); 00055 00056 int commitState(void); 00057 int revertToLastCommit(void); 00058 int revertToStart(void); 00059 00060 UniaxialMaterial *getCopy(void); 00061 00062 int sendSelf(int commitTag, Channel &theChannel); 00063 int recvSelf(int commitTag, Channel &theChannel, 00064 FEM_ObjectBroker &theBroker); 00065 00066 void Print(OPS_Stream &s, int flag =0); 00067 00068 protected: 00069 00070 private: 00071 UniaxialMaterial *theMaterial; 00072 }; 00073 00074 00075 #endif 00076 |