xc
DrainMaterial.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 //
8 // This program derives from OpenSees <http://opensees.berkeley.edu>
9 // developed by the «Pacific earthquake engineering research center».
10 //
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12 // of the original program (see copyright_opensees.txt)
13 // XC is free software: you can redistribute it and/or modify
14 // it under the terms of the GNU General Public License as published by
15 // the Free Software Foundation, either version 3 of the License, or
16 // (at your option) any later version.
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19 // WITHOUT ANY WARRANTY; without even the implied warranty of
20 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
21 // GNU General Public License for more details.
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25 // along with this program.
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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. **
35 ** **
36 ** Commercial use of this program without express permission of the **
37 ** University of California, Berkeley, is strictly prohibited. See **
38 ** file 'COPYRIGHT' in main directory for information on usage and **
39 ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. **
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 23:01:38 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/DrainMaterial.h,v $
51 
52 // Written: MHS
53 // Created: June 2001
54 //
55 // Description: This file contains the class definition for
56 // DrainMaterial. DrainMaterial wraps a Drain spring element subroutine
57 // and converts it to the UniaxialMaterial interface for use in
58 // zero length elements, beam sections, or anywhere else
59 // UniaxialMaterials may be used.
60 //
61 // For more information see the Drain-2DX user guide:
62 // Allahabadi, R.; Powell, G. H.
63 // UCB/EERC-88/06, Berkeley: Earthquake Engineering Research Center,
64 // University of California, Mar. 1988, 1 vol.
65 
66 #ifndef DrainMaterial_h
67 #define DrainMaterial_h
68 
69 #include <material/uniaxial/UniaxialMaterial.h>
70 
71 namespace XC {
75 //
77 //
84  {
85  private:
86  double epsilon;
87  double epsilonDot;
88  double sigma;
89  double tangent;
90  protected:
91  std::vector<double> matParams;
92  std::vector<double> hstv;
93 
94  int numData;
95  int numHstv;
96 
97  double epsilonP;
98  double sigmaP;
99  double tangentP;
100 
101  double beto;
102  double initialTangent;
103 
104  // Invokes the Drain subroutine
105  virtual int invokeSubroutine(void);
106  int sendData(Communicator &);
107  int recvData(const Communicator &);
108  public:
109  DrainMaterial(int tag, int classTag, int numHV, int numData, double beto = 0.0);
110 
111  virtual int setTrialStrain(double strain, double strainRate = 0.0);
112  virtual int setTrial(double strain, double &stress, double &tangent, double strainRate = 0.0);
113  virtual double getStrain(void) const;
114  virtual double getStrainRate(void) const;
115  virtual double getStress(void) const;
116  virtual double getTangent(void) const;
117  virtual double getDampTangent(void) const;
118  virtual double getInitialTangent(void) const;
119 
120  virtual int commitState(void);
121  virtual int revertToLastCommit(void);
122  virtual int revertToStart(void);
123 
124  // WARNING -- if you wish to override any method in this base class, you must
125  // also override the getCopy method to return a pointer to the derived class!!!
126  virtual UniaxialMaterial *getCopy(void) const;
127 
128  virtual int sendSelf(Communicator &);
129  virtual int recvSelf(const Communicator &);
130 
131  virtual void Print(std::ostream &s, int flag = 0) const;
132  };
133 } // end of XC namespace
134 
135 
136 #endif
137 
virtual int recvSelf(const Communicator &)
Receives object through the communicator argument.
Definition: DrainMaterial.cpp:224
int sendData(Communicator &)
Send its members through the communicator argument.
Definition: DrainMaterial.cpp:186
virtual double getTangent(void) const
Return the material tangent stiffness.
Definition: DrainMaterial.cpp:123
Communication parameters between processes.
Definition: Communicator.h:66
double tangentP
Committed tangent.
Definition: DrainMaterial.h:99
double initialTangent
initial tangent
Definition: DrainMaterial.h:102
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
virtual int sendSelf(Communicator &)
Sends object through the communicator argument.
Definition: DrainMaterial.cpp:210
virtual int setTrialStrain(double strain, double strainRate=0.0)
Sets the value of the trial strain.
Definition: DrainMaterial.cpp:88
int numData
Number of material parameters.
Definition: DrainMaterial.h:94
Base class for wrappers for DRAIN-2DX FORTRAN routines.
Definition: DrainMaterial.h:83
virtual double getDampTangent(void) const
default operation for damping tangent is zero
Definition: DrainMaterial.cpp:130
virtual int commitState(void)
Commit the state of the material.
Definition: DrainMaterial.cpp:138
double epsilonP
Committed strain.
Definition: DrainMaterial.h:97
double beto
Stiffness proportional damping factor.
Definition: DrainMaterial.h:101
virtual void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: DrainMaterial.cpp:242
virtual UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: DrainMaterial.cpp:181
int recvData(const Communicator &)
Receives its members through the communicator argument.
Definition: DrainMaterial.cpp:198
std::vector< double > hstv
History array: first half is committed, second half is trial.
Definition: DrainMaterial.h:92
int numHstv
Number of history variables.
Definition: DrainMaterial.h:95
double sigmaP
Committed stress.
Definition: DrainMaterial.h:98
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
virtual int revertToStart(void)
Revert the material to its initial state.
Definition: DrainMaterial.cpp:165
virtual double getStress(void) const
Return the current value of stress.
Definition: DrainMaterial.cpp:119
std::vector< double > matParams
Material parameters array.
Definition: DrainMaterial.h:91
virtual double getInitialTangent(void) const
Return the material initial stiffness.
Definition: DrainMaterial.cpp:127
virtual double getStrainRate(void) const
default operation for strain rate is zero
Definition: DrainMaterial.cpp:116