XC Open source finite element analysis program
NewUniaxialMaterial.h
1 //----------------------------------------------------------------------------
2 // XC program; finite element analysis code
3 // for structural analysis and design.
4 //
5 // Copyright (C) Luis Claudio Pérez Tato
6 //
7 // This program derives from OpenSees <http://opensees.berkeley.edu>
8 // developed by the «Pacific earthquake engineering research center».
9 //
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11 // of the original program (see copyright_opensees.txt)
12 // XC is free software: you can redistribute it and/or modify
13 // it under the terms of the GNU General Public License as published by
14 // the Free Software Foundation, either version 3 of the License, or
15 // (at your option) any later version.
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18 // WITHOUT ANY WARRANTY; without even the implied warranty of
19 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
20 // GNU General Public License for more details.
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23 // You should have received a copy of the GNU General Public License
24 // along with this program.
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26 //----------------------------------------------------------------------------
27 /* ****************************************************************** **
28 ** OpenSees - Open System for Earthquake Engineering Simulation **
29 ** Pacific Earthquake Engineering Research Center **
30 ** **
31 ** **
32 ** (C) Copyright 1999, The Regents of the University of California **
33 ** All Rights Reserved. **
34 ** **
35 ** Commercial use of this program without express permission of the **
36 ** University of California, Berkeley, is strictly prohibited. See **
37 ** file 'COPYRIGHT' in main directory for information on usage and **
38 ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. **
39 ** **
40 ** Developed by: **
41 ** Frank McKenna (fmckenna@ce.berkeley.edu) **
42 ** Gregory L. Fenves (fenves@ce.berkeley.edu) **
43 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
44 ** **
45 ** ****************************************************************** */
46 
47 // $Revision: 1.4 $
48 // $Date: 2005/08/19 19:40:26 $
49 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/NewUniaxialMaterial.h,v $
50 
51 // Written: MHS
52 // Created: Aug 2001
53 //
54 // Description: This file contains the class definition for
55 // NewUniaxialMaterial.
56 
57 #ifndef NewUniaxialMaterial_h
58 #define NewUniaxialMaterial_h
59 
60 #include <material/uniaxial/UniaxialMaterial.h>
61 
62 #define MAT_TAG_NewUniaxialMaterial 1976
63 
64 namespace XC {
66 //
69  {
70  private:
71  double Tstrain; // trial strain
72  double Tstress; // trial stress
73  double Ttangent; // trial tangent
74  public:
75  NewUniaxialMaterial(int tag);
76  NewUniaxialMaterial(void);
77 
78  int setTrialStrain(double strain, double strainRate = 0.0);
79  double getStrain(void) const;
80  double getStress(void) const;
81  double getTangent(void) const;
82  double getInitialTangent(void) const;
83 
84  int commitState(void);
85  int revertToLastCommit(void);
86  int revertToStart(void);
87 
88  UniaxialMaterial *getCopy(void) const;
89 
90  int sendSelf(CommParameters &);
91  int recvSelf(const CommParameters &);
92 
93  void Print(std::ostream &s, int flag =0);
94  };
95 } // end of XC namespace
96 
97 #endif
98 
double getTangent(void) const
Returns the material tangent stiffness modulus.
Definition: NewUniaxialMaterial.cpp:92
NewUniaxialMaterial(void)
Default constructor.
Definition: NewUniaxialMaterial.cpp:70
int revertToStart(void)
Returns the valores de las variables de material state al los del estado inicial. ...
Definition: NewUniaxialMaterial.cpp:115
int commitState(void)
Consuma los valores de las variables de material state.
Definition: NewUniaxialMaterial.cpp:106
void Print(std::ostream &s, int flag=0)
Imprime el objeto.
Definition: NewUniaxialMaterial.cpp:128
double getStress(void) const
Return the material stress.
Definition: NewUniaxialMaterial.cpp:88
??.
Definition: NewUniaxialMaterial.h:68
UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: NewUniaxialMaterial.cpp:119
int revertToLastCommit(void)
Returns the material state al último consolidado.
Definition: NewUniaxialMaterial.cpp:110
int setTrialStrain(double strain, double strainRate=0.0)
Sets material trial strain.
Definition: NewUniaxialMaterial.cpp:76
double getStrain(void) const
Return the material strain.
Definition: NewUniaxialMaterial.cpp:102
Communication parameters between processes.
Definition: CommParameters.h:65
================================================================================
Definition: ContinuaReprComponent.h:34
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:88
double getInitialTangent(void) const
Returns the material initial tangent stiffness modulus.
Definition: NewUniaxialMaterial.cpp:96