XC Open source finite element analysis program
ElasticPlateSection.h
1 //----------------------------------------------------------------------------
2 // XC program; finite element analysis code
3 // for structural analysis and design.
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5 // Copyright (C) Luis Claudio Pérez Tato
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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 **
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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: 1.7 $
48 // $Date: 2003/02/14 23:01:33 $
49 // $Source: /usr/local/cvs/OpenSees/SRC/material/section/ElasticPlateSection.h,v $
50 
51 // Ed "C++" Love
52 //
53 // Elastic Plate Section
54 //
55 
56 #ifndef ElasticPlateSection_h
57 #define ElasticPlateSection_h
58 
59 #include <material/section/plate_section/ElasticPlateProto.h>
60 
61 
62 namespace XC {
64 //
67  {
68  public:
69  ElasticPlateSection(int tag) ;
70  ElasticPlateSection(void) ;
71  ElasticPlateSection(int tag, double E, double nu,double h = 1.0 ) ;
72  SectionForceDeformation *getCopy(void) const;
73 
74  const ResponseId &getType(void) const;
75 
76  const Vector &getStressResultant(void) const;
77  const Matrix& getSectionTangent(void) const;
78  const Matrix& getInitialTangent(void) const;
79 
80  void Print(std::ostream &s,int flag);
81 
82  int sendSelf(CommParameters &);
83  int recvSelf(const CommParameters &);
84  };
85 
86 } // end of XC namespace
87 #endif
double nu
poisson ratio
Definition: ElasticPlateBase.h:45
const Matrix & getInitialTangent(void) const
Return the initial tangent stiffness matrix.
Definition: ElasticPlateSection.cpp:119
Definition: Vector.h:82
const Vector & getStressResultant(void) const
Return the cross-section stress resultant.
Definition: ElasticPlateSection.cpp:86
SectionForceDeformation * getCopy(void) const
Virtual constructor.
Definition: ElasticPlateSection.cpp:80
const ResponseId & getType(void) const
Returns the labels of the DOFs for wich the element adds (assembles) stiffness.
Definition: ElasticPlateSection.cpp:124
Stiffness material contribution response identifiers.
Definition: ResponseId.h:60
void Print(std::ostream &s, int flag)
print out data
Definition: ElasticPlateSection.cpp:128
ElasticPlateSection(void)
Default constructor.
Definition: ElasticPlateSection.cpp:70
double h
plate thickness
Definition: PlateBase.h:49
Bidimensional elastic section for plate modellings.
Definition: ElasticPlateSection.h:66
Definition: Matrix.h:82
const Matrix & getSectionTangent(void) const
Return the tangent stiffness matrix.
Definition: ElasticPlateSection.cpp:103
int recvSelf(const CommParameters &)
Receives object through the channel being passed as parameter.
Definition: ElasticPlateSection.cpp:153
Base class for force deformation section models. Constitutive equations of the section.
Definition: SectionForceDeformation.h:86
Communication parameters between processes.
Definition: CommParameters.h:65
================================================================================
Definition: ContinuaReprComponent.h:34
??.
Definition: ElasticPlateProto.h:44
double E
elastic modulus
Definition: ElasticPlateBase.h:44
int sendSelf(CommParameters &)
Sends object through the channel being passed as parameter.
Definition: ElasticPlateSection.cpp:138