xc
CloughDamage.h
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2 //----------------------------------------------------------------------------
3 // XC program; finite element analysis code
4 // for structural analysis and design.
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6 // Copyright (C) Luis C. Pérez Tato
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28 /* ****************************************************************** **
29 ** OpenSees - Open System for Earthquake Engineering Simulation **
30 ** Pacific Earthquake Engineering Research Center **
31 ** **
32 ** **
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43 ** Gregory L. Fenves (fenves@ce.berkeley.edu) **
44 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
45 ** **
46 ** ****************************************************************** */
47 
48 // $Revision: 1.1 $
49 // $Date: 2004/09/01 03:53:13 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/snap/CloughDamage.h,v $
51 //
52 //
53 // CloughDamage.h: implementation of the CloughDamage class from Fortran version.
54 // Originally from SNAP PROGRAM by Prof H.K. Krawinkler
55 //
56 // Written: A. Altoontash & Prof. G. Deierlein 12/01
57 // Revised: 03/02
58 //
59 // Purpose: This file contains the implementation for the CloughDamage class.
60 //
62 
63 // CloughDamage.h: interface for the CloughDamage class.
64 //
66 
67 #ifndef CloughDamage_H
68 #define CloughDamage_H
69 
70 #include <material/uniaxial/UniaxialMaterial.h>
71 #include <utility/matrix/Vector.h>
72 #include <stdio.h>
73 
74 namespace XC {
75 class DamageModel;
76 
78 //
81  {
82  protected:
83  void envelPosCap(double fy, double alphaPos, double alphaCap,
84  double cpDsp, double d, double *f, double *ek );
85 
86  void envelNegCap(double fy, double alphaNeg, double alphaCap,
87  double cpDsp, double d, double *f, double *ek);
88 
89  void recordInfo(int cond =0);
90 
91 
92  private:
93  // Input parameters
94  double elstk,fyieldPos,fyieldNeg,alpha,Resfac; // Properties
95  double capSlope,capDispPos,capDispNeg; // Cap
96 
97  // Parameters calculated from input data
98  double dyieldPos,dyieldNeg;
99  DamageModel *StrDamage;
100  DamageModel *StfDamage;
101  DamageModel *AccDamage;
102  DamageModel *CapDamage;
103 
104  double hsTrial[24], hsCommit[24], hsLastCommit[24];
105 
106  FILE *OutputFile; // For debugging
107  public:
108  CloughDamage();
109  CloughDamage(int tag);
110  CloughDamage(int tag, Vector inputParam, DamageModel *strength, DamageModel *stiffness,DamageModel *accelerated, DamageModel *capping);
111  virtual ~CloughDamage();
112 
113  int setTrialStrain(double d, double strainRate = 0.0);
114 
115  double getStrain(void) const;
116  double getStress(void) const;
117  double getTangent(void) const;
118  double getInitialTangent(void) const;
119 
120  int commitState(void);
121  int revertToLastCommit(void);
122  int revertToStart(void);
123 
124  //virtual
125  UniaxialMaterial *getCopy(void) const;
126 
127  int sendSelf(Communicator &);
128  int recvSelf(const Communicator &);
129 
130  void Print(std::ostream &s, int flag=0) const;
131  };
132 } // end of XC namespace
133 
134 #endif
Float vector abstraction.
Definition: Vector.h:94
Communication parameters between processes.
Definition: Communicator.h:66
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: CloughDamage.cpp:253
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
int recvSelf(const Communicator &)
Receive the object.
Definition: CloughDamage.cpp:313
double getInitialTangent(void) const
Return the material initial stiffness.
Definition: CloughDamage.cpp:291
double getStress(void) const
Return the current value of stress.
Definition: CloughDamage.cpp:298
int setTrialStrain(double d, double strainRate=0.0)
Sets the value of the trial strain.
Definition: CloughDamage.cpp:353
UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: CloughDamage.cpp:327
int sendSelf(Communicator &)
Send the object.
Definition: CloughDamage.cpp:320
int commitState(void)
Commit the state of the material.
Definition: CloughDamage.cpp:722
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Base class for damage models.
Definition: DamageModel.h:107
int revertToStart(void)
Revert the material to its initial state.
Definition: CloughDamage.cpp:203
Clough type hysteretic model with degradation.
Definition: CloughDamage.h:80
double getTangent(void) const
Return the material tangent stiffness.
Definition: CloughDamage.cpp:283