xc
ENTMaterial.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 //
11 // Except for the restrictions that may arise from the copyright
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.
17 //
18 // This software is distributed in the hope that it will be useful, but
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.
22 //
23 //
24 // You should have received a copy of the GNU General Public License
25 // along with this program.
26 // If not, see <http://www.gnu.org/licenses/>.
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: 1.4 $
49 // $Date: 2003/02/25 23:33:38 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/uniaxial/ENTMaterial.h,v $
51 
52 
53 #ifndef ENTMaterial_h
54 #define ENTMaterial_h
55 
56 // File: ~/material/ENTMaterial.h
57 //
58 // Written: fmk
59 // Created: 07/98
60 // Revision: A
61 //
62 // What: "@(#) ENTMaterial.h, revA"
63 
64 #include <material/uniaxial/ElasticBaseMaterial.h>
65 
66 namespace XC {
68 //
76  {
77  double a;
78  double b;
79  int parameterID;
80  protected:
81  int sendData(Communicator &);
82  int recvData(const Communicator &);
83  public:
84  ENTMaterial(int tag= 0, const double &E=0.0,const double &a=0.0,const double &b=1.0);
85 
86  int setTrialStrain(double strain, double strainRate = 0.0);
87  double getStress(void) const;
88  double getTangent(void) const;
89 
90  double getA(void) const;
91  void setA(const double &);
92  double getB(void) const;
93  void setB(const double &);
94 
95  UniaxialMaterial *getCopy(void) const;
96 
97  int setParameter(const std::vector<std::string> &argv, Parameter &param);
98  int updateParameter(int parameterID, Information &info);
99  // AddingSensitivity:BEGIN //////////////////////////////////////////
100  int activateParameter(int parameterID);
101  double getStressSensitivity(int gradIndex, bool conditional);
102  double getInitialTangentSensitivity(int gradIndex);
103  int commitSensitivity(double strainGradient, int gradIndex, int numGrads);
104  // AddingSensitivity:END ///////////////////////////////////////////
105 
106  int sendSelf(Communicator &);
107  int recvSelf(const Communicator &);
108 
109 
110  void Print(std::ostream &s, int flag =0) const;
111  };
112 } // end of XC namespace
113 
114 
115 #endif
116 
int recvData(const Communicator &)
Receives object members through the communicator argument.
Definition: ENTMaterial.cpp:125
double getStress(void) const
Return stress.
Definition: ENTMaterial.cpp:79
int activateParameter(int parameterID)
Activates the parameter identified by parameterID.
Definition: ENTMaterial.cpp:196
Information about an element.
Definition: Information.h:81
Communication parameters between processes.
Definition: Communicator.h:66
Elastic no traction material.
Definition: ENTMaterial.h:75
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
double E
Elastic modulus.
Definition: ElasticBaseMaterial.h:45
int recvSelf(const Communicator &)
Receives object through the communicator argument.
Definition: ENTMaterial.cpp:148
UniaxialMaterial * getCopy(void) const
Virtual constructor.
Definition: ENTMaterial.cpp:103
int setTrialStrain(double strain, double strainRate=0.0)
Sets the value of the trial strain.
Definition: ENTMaterial.cpp:72
int updateParameter(int parameterID, Information &info)
Updates the parameter identified by parameterID with info.
Definition: ENTMaterial.cpp:182
int sendData(Communicator &)
Send object members through the communicator argument.
Definition: ENTMaterial.cpp:116
int setParameter(const std::vector< std::string > &argv, Parameter &param)
Sets the value param to the parameter argv.
Definition: ENTMaterial.cpp:171
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Parameter.
Definition: Parameter.h:68
Base class for uniaxial elastic materials.
Definition: ElasticBaseMaterial.h:39
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: ENTMaterial.cpp:165
int sendSelf(Communicator &)
Sends object through the communicator argument.
Definition: ENTMaterial.cpp:134
double getTangent(void) const
Returns elastic modulus.
Definition: ENTMaterial.cpp:90