xc
Bidirectional.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».
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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: 1.5 $
48 // $Date: 2003/02/25 23:33:33 $
49 // $Source: /usr/local/cvs/OpenSees/SRC/material/section/Bidirectional.h,v $
50 
51 
52 #ifndef Bidirectional_h
53 #define Bidirectional_h
54 
55 // File: ~/material/Bidirectional.h
56 //
57 // Written: MHS
58 // Created: Feb 2000
59 // Revision: A
60 //
61 // Description:
62 //
63 // What: "@(#) Bidirectional.h, revA"
64 
65 #include <material/section/SectionForceDeformation.h>
66 
67 namespace XC {
69 //
72  {
73  private:
74  double E;
75  double sigY;
76  double Hiso;
77  double Hkin;
78 
79  double e_n1Trial[2];
80  double e_n1Inic[2];
81  double eP_n[2];
82  mutable double eP_n1[2];
83 
84  double q_n[2];
85  mutable double q_n1[2];
86 
87  double alpha_n;
88  mutable double alpha_n1;
89 
90  static Vector s;
91  static Matrix ks;
92  protected:
93  int sendData(CommParameters &);
94  int recvData(const CommParameters &);
95  public:
96  Bidirectional(int tag, double E, double sigY, double Hiso, double Hkin);
97  Bidirectional(int tag= 0);
98 
100  int setTrialSectionDeformation(const Vector &v);
101  const Matrix &getSectionTangent(void) const;
102  const Matrix &getInitialTangent(void) const;
103  const Vector &getStressResultant(void) const;
105  const Vector &getInitialSectionDeformation(void) const;
106  const Vector &getSectionDeformation(void) const;
107  virtual double getStrain(const double &,const double &) const;
108 
109  int commitState(void);
110  int revertToLastCommit(void);
111  int revertToStart(void);
112 
113  SectionForceDeformation *getCopy(void) const;
114  const ResponseId &getType(void) const;
115  int getOrder(void) const;
116 
117  int sendSelf(CommParameters &);
118  int recvSelf(const CommParameters &);
119 
120  void Print(std::ostream &s, int flag = 0);
121  };
122 } // end of XC namespace
123 
124 
125 #endif
Base class for force deformation section models.
Definition: SectionForceDeformation.h:86
const Vector & getInitialSectionDeformation(void) const
Returns the initial generalized strains.
Definition: Bidirectional.cpp:253
int revertToStart(void)
Revert to the last commited state.
Definition: Bidirectional.cpp:296
int revertToLastCommit(void)
Revert to the last commited state.
Definition: Bidirectional.cpp:292
Float vector abstraction.
Definition: Vector.h:93
const Matrix & getSectionTangent(void) const
Returns the tangent stiffness matrix.
Definition: Bidirectional.cpp:106
void zeroInitialSectionDeformation(void)
Returns the initial generalized strains.
Definition: Bidirectional.cpp:245
int sendData(CommParameters &)
Send object members through the channel being passed as parameter.
Definition: Bidirectional.cpp:338
const Vector & getSectionDeformation(void) const
Returns material&#39;s trial generalized deformation.
Definition: Bidirectional.cpp:262
int setInitialSectionDeformation(const Vector &v)
Set the value of the initial deformation.
Definition: Bidirectional.cpp:90
Bidirectional(int tag, double E, double sigY, double Hiso, double Hkin)
Constructor.
Definition: Bidirectional.cpp:60
int sendSelf(CommParameters &)
Send object through the communicator argument.
Definition: Bidirectional.cpp:360
int recvSelf(const CommParameters &)
Receive object through the communicator argument.
Definition: Bidirectional.cpp:375
const Matrix & getInitialTangent(void) const
Returns the initial tangent stiffness matrix.
Definition: Bidirectional.cpp:179
const ResponseId & getType(void) const
Get material type.
Definition: Bidirectional.cpp:331
void Print(std::ostream &s, int flag=0)
Print stuff.
Definition: Bidirectional.cpp:395
SectionForceDeformation * getCopy(void) const
Virtual constructor.
Definition: Bidirectional.cpp:312
Stiffness material contribution response identifiers.
Definition: ResponseId.h:60
const Vector & getStressResultant(void) const
Returns the cross-section stress resultant.
Definition: Bidirectional.cpp:187
int getOrder(void) const
Return the number of response quantities provided by the section.
Definition: Bidirectional.cpp:334
??
Definition: Bidirectional.h:71
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:34
int recvData(const CommParameters &)
Receives object members through the channel being passed as parameter.
Definition: Bidirectional.cpp:349
Communication parameters between processes.
Definition: CommParameters.h:65
Matrix of floats.
Definition: Matrix.h:108
int setTrialSectionDeformation(const Vector &v)
Set the value of the trial deformation.
Definition: Bidirectional.cpp:98
virtual double getStrain(const double &, const double &) const
Returns strain at the position being passed as parameter.
Definition: Bidirectional.cpp:271