public Hexa8u8p(IIsotropicContinuumMaterial3D material)
{
throw new NotImplementedException();
//materialsAtGaussPoints = new IIsotropicContinuumMaterial3D[Hexa8u8p.iInt3];
//for (int i = 0; i < Hexa8u8p.iInt3; i++)
// materialsAtGaussPoints[i] = (IIsotropicContinuumMaterial3D)material.Clone();
}
protected Beam3DCorotationalAbstract(IList <Node> nodes, IIsotropicContinuumMaterial3D material, double density,
BeamSection3D beamSection)
{
this.nodes = nodes;
this.material = material;
this.density = density;
this.beamSection = beamSection;
this.initialLength = Math.Sqrt(Math.Pow(nodes[0].X - nodes[1].X, 2) + Math.Pow(nodes[0].Y - nodes[1].Y, 2)
+ Math.Pow(nodes[0].Z - nodes[1].Z, 2));
this.currentLength = this.initialLength;
this.currentRotationMatrix = Matrix.CreateZero(AXIS_COUNT, AXIS_COUNT);
this.naturalDeformations = new double[NATURAL_DEFORMATION_COUNT];
this.beamAxisX = new double[AXIS_COUNT];
this.beamAxisY = new double[AXIS_COUNT];
this.beamAxisZ = new double[AXIS_COUNT];
}
/**
* Creates a new instance of {@link Beam3DCorotationalIncremental} class.
*
* @param nodes
* The element nodes
* @param material
* The element material
* @param density
* The element density
* @param beamSection
* The beam section.
*/
public Beam3DCorotationalQuaternion(IList <Node> nodes, IIsotropicContinuumMaterial3D material, double density,
BeamSection3D beamSection)
: base(nodes, material, density, beamSection)
{
this.displacementsOfCurrentIncrement = new double[FREEDOM_DEGREE_COUNT];
this.lastDisplacements = new double[FREEDOM_DEGREE_COUNT];
this.currentDisplacements = new double[FREEDOM_DEGREE_COUNT];
this.quaternionLastNodeA = Quaternion.OfZeroAngle();
this.quaternionLastNodeB = Quaternion.OfZeroAngle();
this.quaternionCurrentNodeA = Quaternion.OfZeroAngle();
this.quaternionCurrentNodeB = Quaternion.OfZeroAngle();
this.initialAxisX = new double[AXIS_COUNT];
this.initialAxisY = new double[AXIS_COUNT];
this.initialAxisZ = new double[AXIS_COUNT];
this.currentBeamAxis = new double[AXIS_COUNT];
this.InitializeElementAxes();
}
internal static int DefineContinuumElement3DNonLinear(Model model, IIsotropicContinuumMaterial3D material3D, IDynamicMaterial dynamicMaterial)
{
// Node creation
var node1 = new Node(id: 1, x: 0.0, y: 0.0, z: 0.0);
var node2 = new Node(id: 2, x: 100.0, y: 0.0, z: 0.0);
var node3 = new Node(id: 3, x: 0.0, y: 100.0, z: 0.0);
var node4 = new Node(id: 4, x: 100.0, y: 100.0, z: 0.0);
var node5 = new Node(id: 5, x: 0.0, y: 0.0, z: 100.0);
var node6 = new Node(id: 6, x: 100.0, y: 0.0, z: 100.0);
var node7 = new Node(id: 7, x: 0.0, y: 100.0, z: 100.0);
var node8 = new Node(id: 8, x: 100.0, y: 100.0, z: 100.0);
// Create List of nodes
IList <Node> nodes = new List <Node>();
nodes.Add(node1);
nodes.Add(node2);
nodes.Add(node3);
nodes.Add(node4);
nodes.Add(node5);
nodes.Add(node6);
nodes.Add(node7);
nodes.Add(node8);
numberOfNodes = nodes.Count;
// Add nodes to the nodes dictonary of the model
for (int i = 0; i < numberOfNodes; ++i)
{
model.NodesDictionary.Add(i, nodes[i]);
}
int[][] connectivityMatrix = new int[8][];
connectivityMatrix[0] = new int[] { 1, 1, 2, 4, 3, 5, 6, 8, 7 };
var factory = new ContinuumElement3DNonLinearFactory(material3D, dynamicMaterial);
for (int i = 0; i < 1; i++)
{
List <Node> elementNodeSet = new List <Node>(8);
for (int j = 1; j < 9; j++)
{
elementNodeSet.Add((Node)model.NodesDictionary[connectivityMatrix[i][j] - 1]);
}
var hexa8element = new Element()
{
ID = connectivityMatrix[i][0],
ElementType = factory.CreateElement(CellType.Hexa8, elementNodeSet),
};
for (int j = 1; j < 9; j++)
{
hexa8element.AddNode(model.NodesDictionary[connectivityMatrix[i][j] - 1]);
}
model.ElementsDictionary.Add(hexa8element.ID, hexa8element);
model.SubdomainsDictionary[0].Elements.Add(hexa8element);
}
return(numberOfNodes);
}
public Hexa8u8p(IIsotropicContinuumMaterial3D material, IElementDofEnumerator dofEnumerator) : this(material)
{
this.dofEnumerator = dofEnumerator;
}
