xc
NewUniaxialMaterial.h
1 // -*-c++-*-
2 //----------------------------------------------------------------------------
3 // XC program; finite element analysis code
4 // for structural analysis and design.
5 //
6 // Copyright (C) Luis C. Pérez Tato
7 //
8 // This program derives from OpenSees <http://opensees.berkeley.edu>
9 // developed by the «Pacific earthquake engineering research center».
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12 // of the original program (see copyright_opensees.txt)
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14 // it under the terms of the GNU General Public License as published by
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27 //----------------------------------------------------------------------------
28 /* ****************************************************************** **
29 ** OpenSees - Open System for Earthquake Engineering Simulation **
30 ** Pacific Earthquake Engineering Research Center **
31 ** **
32 ** **
33 ** (C) Copyright 1999, The Regents of the University of California **
34 ** All Rights Reserved. **
35 ** **
36 ** Commercial use of this program without express permission of the **
37 ** University of California, Berkeley, is strictly prohibited. See **
38 ** file 'COPYRIGHT' in main directory for information on usage and **
39 ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. **
40 ** **
41 ** Developed by: **
42 ** Frank McKenna (fmckenna@ce.berkeley.edu) **
43 ** Gregory L. Fenves (fenves@ce.berkeley.edu) **
44 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
45 ** **
46 ** ****************************************************************** */
47 
48 // $Revision: 1.4 $
49 // $Date: 2005/08/19 19:40:26 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/NewUniaxialMaterial.h,v $
51 
52 // Written: MHS
53 // Created: Aug 2001
54 //
55 // Description: This file contains the class definition for
56 // NewUniaxialMaterial.
57 
58 #ifndef NewUniaxialMaterial_h
59 #define NewUniaxialMaterial_h
60 
61 #include <material/uniaxial/UniaxialMaterial.h>
62 
63 #define MAT_TAG_NewUniaxialMaterial 1976
64 
65 namespace XC {
67 //
70  {
71  private:
72  double Tstrain; // trial strain
73  double Tstress; // trial stress
74  double Ttangent; // trial tangent
75  public:
76  NewUniaxialMaterial(int tag);
77  NewUniaxialMaterial(void);
78 
79  int setTrialStrain(double strain, double strainRate = 0.0);
80  double getStrain(void) const;
81  double getStress(void) const;
82  double getTangent(void) const;
83  double getInitialTangent(void) const;
84 
85  int commitState(void);
86  int revertToLastCommit(void);
87  int revertToStart(void);
88 
89  UniaxialMaterial *getCopy(void) const;
90 
91  int sendSelf(Communicator &);
92  int recvSelf(const Communicator &);
93 
94  void Print(std::ostream &s, int flag =0) const;
95  };
96 } // end of XC namespace
97 
98 #endif
99 
int setTrialStrain(double strain, double strainRate=0.0)
Sets material trial strain.
Definition: NewUniaxialMaterial.cpp:76
NewUniaxialMaterial(void)
Default constructor.
Definition: NewUniaxialMaterial.cpp:70
Communication parameters between processes.
Definition: Communicator.h:66
double getInitialTangent(void) const
Returns the material initial tangent stiffness modulus.
Definition: NewUniaxialMaterial.cpp:96
int revertToStart(void)
Returns the material to its initial state.
Definition: NewUniaxialMaterial.cpp:114
int recvSelf(const Communicator &)
Receive the object.
Definition: NewUniaxialMaterial.cpp:124
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
double getStrain(void) const
Return the material strain.
Definition: NewUniaxialMaterial.cpp:102
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: NewUniaxialMaterial.cpp:127
int revertToLastCommit(void)
Returns the material to its last committed state.
Definition: NewUniaxialMaterial.cpp:110
int sendSelf(Communicator &)
Send the object.
Definition: NewUniaxialMaterial.cpp:121
Template for new uniaxial materials.
Definition: NewUniaxialMaterial.h:69
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: NewUniaxialMaterial.cpp:118
int commitState(void)
Commits the material state.
Definition: NewUniaxialMaterial.cpp:106
double getTangent(void) const
Returns the material tangent stiffness modulus.
Definition: NewUniaxialMaterial.cpp:92
double getStress(void) const
Return the material stress.
Definition: NewUniaxialMaterial.cpp:88