xc
ElasticPlateSection.h
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29 ** OpenSees - Open System for Earthquake Engineering Simulation **
30 ** Pacific Earthquake Engineering Research Center **
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44 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
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47 
48 // $Revision: 1.7 $
49 // $Date: 2003/02/14 23:01:33 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/material/section/ElasticPlateSection.h,v $
51 
52 // Ed "C++" Love
53 //
54 // Elastic Plate Section
55 //
56 
57 #ifndef ElasticPlateSection_h
58 #define ElasticPlateSection_h
59 
60 #include <material/section/plate_section/ElasticPlateProto.h>
61 
62 
63 namespace XC {
64 
68  {
69  public:
70  ElasticPlateSection(int tag= 0);
71  ElasticPlateSection(int tag, double E, double nu,double h = 1.0, double rho= 0.0);
72  SectionForceDeformation *getCopy(void) const;
73 
74  const ResponseId &getResponseType(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) const;
81 
82  int sendSelf(Communicator &);
83  int recvSelf(const Communicator &);
84  };
85 
86 } // end of XC namespace
87 #endif
Base class for force deformation section models.
Definition: SectionForceDeformation.h:88
void Print(std::ostream &s, int flag) const
print out data
Definition: ElasticPlateSection.cpp:122
double E
elastic modulus
Definition: ElasticPlateBase.h:46
Float vector abstraction.
Definition: Vector.h:94
const Matrix & getInitialTangent(void) const
Return the initial tangent stiffness matrix.
Definition: ElasticPlateSection.cpp:113
Communication parameters between processes.
Definition: Communicator.h:66
int recvSelf(const Communicator &)
Receives object through the communicator argument.
Definition: ElasticPlateSection.cpp:148
SectionForceDeformation * getCopy(void) const
Virtual constructor.
Definition: ElasticPlateSection.cpp:74
double nu
poisson ratio
Definition: ElasticPlateBase.h:47
Bidimensional elastic section for plate modelings.
Definition: ElasticPlateSection.h:67
const ResponseId & getResponseType(void) const
Returns the labels of the DOFs for which the element adds (assembles) stiffness.
Definition: ElasticPlateSection.cpp:118
ElasticPlateSection(int tag=0)
Constructor.
Definition: ElasticPlateSection.cpp:66
int sendSelf(Communicator &)
Sends object through the communicator argument.
Definition: ElasticPlateSection.cpp:132
const Matrix & getSectionTangent(void) const
Return the tangent stiffness matrix.
Definition: ElasticPlateSection.cpp:97
Stiffness material contribution response identifiers.
Definition: ResponseId.h:61
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Matrix of floats.
Definition: Matrix.h:111
double h
plate thickness
Definition: PlateBase.h:49
Base class for ElasticPlateSection and ElasticMembranePlateSection.
Definition: ElasticPlateProto.h:44
const Vector & getStressResultant(void) const
Return the cross-section stress resultant.
Definition: ElasticPlateSection.cpp:80