xc
FatigueMaterial.h
1 // -*-c++-*-
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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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) **
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47 
48 // $Revision: 1.1 $
49 // $Date: 2003/08/14 20:23:50 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/FatigueMaterial.h,v $
51 
52 // Written: Patxi
53 // Created: Aug 2003
54 //
55 // Description: This file contains the class definition for
56 // FatigueMaterial. FatigueMaterial wraps a UniaxialMaterial
57 // and imposes fatigue limits.
58 
59 #ifndef FatigueMaterial_h
60 #define FatigueMaterial_h
61 
62 #include <material/uniaxial/UniaxialMaterial.h>
63 
64 namespace XC {
66 //
70  {
71  private:
72  UniaxialMaterial *theMaterial;
73 
74  double energy, CStress; //SAJalali
75  double DI; //Damage index
76  double X; //Range in consideration
77  double Y; //Previous Adjacent Range
78  double A; //Peak or valley 1
79  double B; //Peak or valley 2
80  double C; //Peak or valley 2
81  double D; //Peak or valley 4
82  int PCC; /*Previous Cycle counter flag if >1 then previous 'n'
83  cycles did not flag a complete cycle */
84  int R1F; //Flag for first peak count
85  int R2F; //Flag for second peak count
86  double cSlope; //Current Slope
87  double PS; //Previous slope
88  double EP; //Previous Strain
89  int SF; /*Start Flag = 0 if very first strain,
90  (i.e. when initializing) = 1 otherwise */
91  double DL; //Damage if current strain was last peak.
92 
93  double Dmax;
94  double E0;
95  double m;
96 
97  double minStrain;
98  double maxStrain;
99 
100  bool Cfailed;
101  double trialStrain;
102 
103  // added 6/9/2006
104  // For recording strain ranges (SRXX) and Number of Cycles (NCXX)
105  double SR1; // Committed strain range at peak
106  double NC1; // Committed number of cycles at SR1 (i.e. 1.0 or 0.5)
107  double SR2; // Committed strain range 2 at PSEUDO peak - there are potentially two ranges
108  double NC2; // Committed number of cycles at SR2 2 (at PSEUDO peak) - there are potentially two ranges
109  double SR3; // Committed strain range 3 at PSEUDO peak - there are potentially two ranges
110  double NC3; // Committed number of cycles at SR2 3 (at PSEUDO peak) - there are potentially two ranges
111 
112  void alloc(const UniaxialMaterial &);
113  void free(void);
114  public:
115  FatigueMaterial(int tag, const UniaxialMaterial &material,
116  double Dmax = 1.0,
117  double E0 = 0.191,
118  double m = -0.458,
119  double minStrain = -1.0e16,
120  double maxStrain = 1.0e16 );
121  FatigueMaterial(int tag= 0);
124  ~FatigueMaterial(void);
125  UniaxialMaterial *getCopy(void) const;
126 
127  int setTrialStrain(double strain, double strainRate = 0.0);
128  double getStrain(void) const;
129  double getStrainRate(void) const;
130  double getStress(void) const;
131  double getTangent(void) const;
132  double getDampTangent(void) const;
133  inline double getInitialTangent(void) const
134  { return theMaterial->getInitialTangent();}
135 
136  int commitState(void);
137  int revertToLastCommit(void);
138  int revertToStart(void);
139 
140 
141  int sendSelf(Communicator &);
142  int recvSelf(const Communicator &);
143 
144  void Print(std::ostream &s, int flag =0) const;
145 
146  Response *setResponse(const std::vector<std::string> &, Information &);
147  int getResponse(int responseID, Information &matInformation);
148  bool hasFailed(void);
149 
150  //by SAJalali
151  inline virtual double getEnergy(void)
152  { return energy; }
153  };
154 } // end of XC namespace
155 
156 
157 #endif
158 
Information about an element.
Definition: Information.h:81
Communication parameters between processes.
Definition: Communicator.h:66
Base class response objects.
Definition: Response.h:81
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
FatigueMaterial wraps a UniaxialMaterial and imposes fatigue limits.
Definition: FatigueMaterial.h:69
double getDampTangent(void) const
default operation for damping tangent is zero
Definition: FatigueMaterial.cpp:290
int commitState(void)
Commit the state of the material.
Definition: FatigueMaterial.cpp:305
double getTangent(void) const
Return the material tangent stiffness.
Definition: FatigueMaterial.cpp:265
int revertToStart(void)
Return element to its initial state.
Definition: FatigueMaterial.cpp:647
int getResponse(int responseID, Information &matInformation)
Returns material response.
Definition: FatigueMaterial.cpp:735
UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: FatigueMaterial.cpp:210
double getStress(void) const
Return the current value of stress.
Definition: FatigueMaterial.cpp:237
int setTrialStrain(double strain, double strainRate=0.0)
Sets the value of the trial strain.
Definition: FatigueMaterial.cpp:224
int sendSelf(Communicator &)
Send the object.
Definition: FatigueMaterial.cpp:684
double getStrainRate(void) const
default operation for strain rate is zero
Definition: FatigueMaterial.cpp:301
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
int recvSelf(const Communicator &)
Receive the object.
Definition: FatigueMaterial.cpp:691
FatigueMaterial & operator=(const FatigueMaterial &)
Assignment operator.
Definition: FatigueMaterial.cpp:194
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: FatigueMaterial.cpp:698