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/*=========================================================================
Program: Insight Segmentation & Registration Toolkit
Module: $RCSfile: itkFEMElement3DMembraneTest.cxx,v $
Language: C++
Date: $Date: 2003-12-12 14:58:00 $
Version: $Revision: 1.4 $
Copyright (c) Insight Software Consortium. All rights reserved.
See ITKCopyright.txt or http://www.itk.org/HTML/Copyright.htm for details.
This software is distributed WITHOUT ANY WARRANTY; without even
the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR
PURPOSE. See the above copyright notices for more information.
=========================================================================*/
// disable debug warnings in MS compiler
#ifdef _MSC_VER
#pragma warning(disable: 4786)
#endif
#include "itkFEMElement3DC0LinearHexahedronMembrane.h"
#include "itkFEMElementBase.h"
#include <iostream>
//
int itkFEMElement3DMembraneTest(int, char *[])
{
typedef itk::fem::Node NodeType;
typedef itk::fem::Element ElementType;
NodeType::Pointer n0,n1,n2,n3,n4,n5,n6,n7;
ElementType::VectorType pt(3);
n0=NodeType::New();
pt[0]=0.;
pt[1]=0.;
pt[2]=0.;
n0->SetCoordinates(pt);
n1=NodeType::New();
pt[0]=1.;
pt[1]=0.;
pt[2]=0.;
n1->SetCoordinates(pt);
n2=NodeType::New();
pt[0]=1.;
pt[1]=1.;
pt[2]=0.;
n2->SetCoordinates(pt);
n3=NodeType::New();
pt[0]=0.;
pt[1]=1.;
pt[2]=0.;
n3->SetCoordinates(pt);
n4=NodeType::New();
pt[0]=0.;
pt[1]=0.;
pt[2]=1.;
n4->SetCoordinates(pt);
n5=NodeType::New();
pt[0]=1.;
pt[1]=0.;
pt[2]=1.;
n5->SetCoordinates(pt);
n6=NodeType::New();
pt[0]=1.;
pt[1]=1.;
pt[2]=1.;
n6->SetCoordinates(pt);
n7=NodeType::New();
pt[0]=0.;
pt[1]=1.;
pt[2]=1.;
n7->SetCoordinates(pt);
typedef itk::fem::MaterialLinearElasticity ElasticityType;
ElasticityType::Pointer m = ElasticityType::New();
m->GN=0;
m->E=10000.0;
m->A=0.02;
m->I=0.004;
m->nu=0.4;
typedef itk::fem::Element3DC0LinearHexahedronMembrane ElementMembraneType;
ElementMembraneType::Pointer e0 = ElementMembraneType::New();
e0->GN=0;
e0->SetNode(0, &*n0);
e0->SetNode(1, &*n1);
e0->SetNode(2, &*n2);
e0->SetNode(3, &*n3);
e0->SetNode(4, &*n4);
e0->SetNode(5, &*n5);
e0->SetNode(6, &*n6);
e0->SetNode(7, &*n7);
e0->m_mat=dynamic_cast< ElasticityType * >(&*m);
ElementType::MatrixType D, Me;
e0->GetMassMatrix(Me);
e0->GetMaterialMatrix(D);
std::cout << "Mass matrix: " << std::endl << Me << std::endl;
std::cout << "Material matrix: " << std::endl << D << std::endl;
std::cout << "#dof per node = " << e0->GetNumberOfDegreesOfFreedomPerNode() << std::endl;
#ifndef FEM_USE_SMART_POINTERS
delete e0;
delete m;
delete n0;
delete n1;
delete n2;
delete n3;
delete n4;
delete n5;
delete n6;
delete n7;
#endif
std::cout << "Test PASSED!" << std::endl;;
return EXIT_SUCCESS;
}
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