xc
Clough.h
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2 //----------------------------------------------------------------------------
3 // XC program; finite element analysis code
4 // for structural analysis and design.
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29 ** OpenSees - Open System for Earthquake Engineering Simulation **
30 ** Pacific Earthquake Engineering Research Center **
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43 ** Gregory L. Fenves (fenves@ce.berkeley.edu) **
44 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
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46 ** ****************************************************************** */
47 
48 // $Revision: 1.1 $
49 // $Date: 2004/09/01 03:53:13 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/snap/Clough.h,v $
51 //
52 //
53 // Clough.h: implementation of the Clough class from Fortran version.
54 // Originally from SNAP PROGRAM by Prof H.K. Krawinkler
55 //
56 // Written: Arash Altoontash, Gregory Deierlein, 12/01
57 // Revised: 03/02
58 //
59 // Purpose: This file contains the implementation for the Clough class.
60 //
62 
63 // Clough.h: interface for the Clough class.
64 //
66 
67 #ifndef Clough_H
68 #define Clough_H
69 
70 #include <material/uniaxial/UniaxialMaterial.h>
71 #include <utility/matrix/Vector.h>
72 #include <stdio.h>
73 
74 namespace XC {
76 //
78 class Clough: public UniaxialMaterial
79  {
80  protected:
81  void envelPosCap(double fy, double alphaPos, double alphaCap,
82  double cpDsp, double d, double *f, double *ek );
83 
84  void envelNegCap(double fy, double alphaNeg, double alphaCap,
85  double cpDsp, double d, double *f, double *ek);
86 
87  void recordInfo(int cond =0);
88  private:
89  // Input parameters
90  double elstk,fyieldPos,fyieldNeg,alpha,Resfac;
91  double capSlope,capDispPos,capDispNeg;
92  double ecaps,ecapk,ecapa,ecapd,cs,ck,ca,cd;
93 
94  // Parameters calculated from input data
95  double dyieldPos,dyieldNeg;
96  double Enrgts,Enrgtk,Enrgta,Enrgtd;
97 
98  double hsTrial[24], hsCommit[24], hsLastCommit[24];
99 
100  FILE *OutputFile; // For debugging
101  public:
102  Clough(void);
103  Clough(int tag);
104  Clough(int tag, Vector inputParam );
105  virtual ~Clough();
106 
107  int setTrialStrain(double d, double strainRate = 0.0);
108 
109  double getStrain(void) const;
110  double getStress(void) const;
111  double getTangent(void) const;
112  double getInitialTangent(void) const;
113 
114  int commitState(void);
115  int revertToLastCommit(void);
116  int revertToStart(void);
117 
118  //virtual
119  UniaxialMaterial *getCopy(void) const;
120 
121  int sendSelf(Communicator &);
122  int recvSelf(const Communicator &);
123 
124  void Print(std::ostream &s, int flag =0) const;
125  };
126 } // end of XC namespace
127 
128 #endif
double getTangent(void) const
Return the material tangent stiffness.
Definition: Clough.cpp:247
Float vector abstraction.
Definition: Vector.h:94
int sendSelf(Communicator &)
Send the object.
Definition: Clough.cpp:281
Communication parameters between processes.
Definition: Communicator.h:66
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
int recvSelf(const Communicator &)
Receive the object.
Definition: Clough.cpp:274
int setTrialStrain(double d, double strainRate=0.0)
Sets the value of the trial strain.
Definition: Clough.cpp:322
int commitState(void)
Commit the state of the material.
Definition: Clough.cpp:684
int revertToStart(void)
Revert the material to its initial state.
Definition: Clough.cpp:173
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: Clough.cpp:224
double getStress(void) const
Return the current value of stress.
Definition: Clough.cpp:260
double getInitialTangent(void) const
Return the material initial stiffness.
Definition: Clough.cpp:254
Clough type hysteretic model with degradation.
Definition: Clough.h:78
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: Clough.cpp:288