xc
MinMaxMaterial.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 //
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9 // developed by the «Pacific earthquake engineering research center».
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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. **
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36 ** Commercial use of this program without express permission of the **
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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: 1.3 $
49 // $Date: 2003/02/14 23:01:39 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/MinMaxMaterial.h,v $
51 
52 // Written: MHS
53 // Created: Aug 2001
54 //
55 // Description: This file contains the class definition for
56 // MinMaxMaterial. MinMaxMaterial wraps a UniaxialMaterial
57 // and imposes min and max strain limits.
58 
59 #ifndef MinMaxMaterial_h
60 #define MinMaxMaterial_h
61 
62 #include "material/uniaxial/EncapsulatedUniaxialMaterial.h"
63 
64 namespace XC {
66 //
69  {
70  private:
71  double minStrain;
72  double maxStrain;
73 
74  bool Tfailed;
75  bool Cfailed;
76 
77  DbTagData &getDbTagData(void) const;
78  int sendData(Communicator &);
79  int recvData(const Communicator &);
80  public:
81  MinMaxMaterial(int tag, UniaxialMaterial &material, double min, double max);
82  MinMaxMaterial(int tag= 0);
83 
84  UniaxialMaterial *getCopy(void) const;
85 
86  int setTrialStrain(double strain, double strainRate = 0.0);
87  double getStress(void) const;
88  double getTangent(void) const;
89  double getDampTangent(void) const;
90  inline double getInitialTangent(void) const
91  {return this->getMaterial()->getInitialTangent();}
92 
93  int commitState(void);
94  int revertToLastCommit(void);
95  int revertToStart(void);
96 
97 
98  int sendSelf(Communicator &);
99  int recvSelf(const Communicator &);
100 
101  void Print(std::ostream &s, int flag =0) const;
102  };
103 } // end of XC namespace
104 
105 
106 #endif
107 
UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: MinMaxMaterial.cpp:146
int setTrialStrain(double strain, double strainRate=0.0)
Sets the value of the trial strain.
Definition: MinMaxMaterial.cpp:73
Communication parameters between processes.
Definition: Communicator.h:66
int commitState(void)
Commit the state of the material.
Definition: MinMaxMaterial.cpp:117
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
Vector that stores the dbTags of the class members.
Definition: DbTagData.h:44
double getTangent(void) const
Return the material tangent stiffness.
Definition: MinMaxMaterial.cpp:98
int recvSelf(const Communicator &)
Receive the object.
Definition: MinMaxMaterial.cpp:187
double getStress(void) const
Return the current value of stress.
Definition: MinMaxMaterial.cpp:89
Stores max and min strain values.
Definition: MinMaxMaterial.h:68
double getDampTangent(void) const
default operation for damping tangent is zero
Definition: MinMaxMaterial.cpp:108
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: MinMaxMaterial.cpp:200
int sendSelf(Communicator &)
Send the object.
Definition: MinMaxMaterial.cpp:175
const UniaxialMaterial * getMaterial(void) const
Return a pointer to the encapsulated material.
Definition: EncapsulatedUniaxialMaterial.h:49
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Encapsulates a copy to an uniaxial material.
Definition: EncapsulatedUniaxialMaterial.h:39