MinMaxMaterial.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: 1.4 $ 00022 // $Date: 2006/08/03 23:42:19 $ 00023 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/MinMaxMaterial.h,v $ 00024 00025 // Written: MHS 00026 // Created: Aug 2001 00027 // 00028 // Description: This file contains the class definition for 00029 // MinMaxMaterial. MinMaxMaterial wraps a UniaxialMaterial 00030 // and imposes min and max strain limits. 00031 00032 #ifndef MinMaxMaterial_h 00033 #define MinMaxMaterial_h 00034 00035 #include <UniaxialMaterial.h> 00036 00037 class MinMaxMaterial : public UniaxialMaterial 00038 { 00039 public: 00040 MinMaxMaterial(int tag, UniaxialMaterial &material, double min, double max); 00041 MinMaxMaterial(); 00042 ~MinMaxMaterial(); 00043 00044 const char *getClassType(void) {return "MinMaxMaterial";}; 00045 00046 int setTrialStrain(double strain, double strainRate = 0.0); 00047 double getStrain(void); 00048 double getStrainRate(void); 00049 double getStress(void); 00050 double getTangent(void); 00051 double getDampTangent(void); 00052 double getInitialTangent(void) {return theMaterial->getInitialTangent();} 00053 00054 int commitState(void); 00055 int revertToLastCommit(void); 00056 int revertToStart(void); 00057 00058 UniaxialMaterial *getCopy(void); 00059 00060 int sendSelf(int commitTag, Channel &theChannel); 00061 int recvSelf(int commitTag, Channel &theChannel, 00062 FEM_ObjectBroker &theBroker); 00063 00064 void Print(OPS_Stream &s, int flag =0); 00065 00066 protected: 00067 00068 private: 00069 UniaxialMaterial *theMaterial; 00070 00071 double minStrain; 00072 double maxStrain; 00073 00074 bool Tfailed; 00075 bool Cfailed; 00076 }; 00077 00078 00079 #endif 00080 |