public override TclCommand[] Translate(StructurePart targetElement, out string elementTag)
{
var elm = targetElement as TetrahedronElement;
var e = elm.Material.GetMaterialPropertiesAt(0, 0, 0).Ex;
var nu = elm.Material.GetMaterialPropertiesAt(0, 0, 0).NuXy;
var buf = new List <TclCommand>();
var eleTag = TargetGenerator.GetCounter("element");
//var transTag = TargetGenerator.GetCounter("geomTransf");
var matTag = TargetGenerator.GetCounter("nDMaterial");
//var vec = elm.GetTransformationManager().TransformLocalToGlobal(Vector.K).GetUnit();
buf.Add(new TclCommand("nDMaterial", "ElasticIsotropic", matTag,
e, nu));
buf.Add(new TclCommand("element", "FourNodeTetrahedron", eleTag,
elm.Nodes[0].GetIndex(),
elm.Nodes[1].GetIndex(),
elm.Nodes[2].GetIndex(),
elm.Nodes[3].GetIndex(),
matTag, 0, 0, 0));
TargetGenerator.SetCounter("element", eleTag + 1);
TargetGenerator.SetCounter("nDMaterial", matTag + 1);
elementTag = eleTag.ToString(CultureInfo.CurrentCulture);
return(buf.ToArray());
}
public override TclCommand[] Translate(StructurePart targetElement, out string elementTag)
{
var elm = targetElement as TriangleElement;
var sec = elm.Section.GetThicknessAt(0);// as Sections.UniformParametric1DSection;
var mat = elm.Material as Materials.UniformIsotropicMaterial;
var g = mat.YoungModulus / (2 * (1 + mat.PoissonRatio));
var buf = new List <TclCommand>();
var eleTag = TargetGenerator.GetCounter("element");
var matTag = TargetGenerator.GetCounter("nDMaterial");
buf.Add(new TclCommand("nDMaterial", "ElasticIsotropic", matTag, mat.YoungModulus, mat.PoissonRatio));
buf.Add(new TclCommand("element", "tri31 ", eleTag,
elm.Nodes[0].GetIndex(),
elm.Nodes[1].GetIndex(),
elm.Nodes[2].GetIndex(),
sec,
"PlaneStrain",
matTag));
TargetGenerator.SetCounter("element", eleTag + 1);
TargetGenerator.SetCounter("nDMaterial", matTag + 1);
elementTag = eleTag.ToString(CultureInfo.CurrentCulture);
return(buf.ToArray());
}
public override TclCommand[] Translate(StructurePart targetElement, out string elementTag)
{
var elm = targetElement as BarElement;
var sec = elm.Section as Sections.UniformParametric1DSection;
var mat = elm.Material as Materials.UniformIsotropicMaterial;
var g = mat.YoungModulus / (2 * (1 + mat.PoissonRatio));
var buf = new List <TclCommand>();
var eleTag = TargetGenerator.GetCounter("element");
var transTag = TargetGenerator.GetCounter("geomTransf");
var vec = elm.GetTransformationManager().TransformLocalToGlobal(Vector.K).GetUnit();
buf.Add(new TclCommand("geomTransf", "Linear ", transTag,
vec.X, vec.Y, vec.Z));
buf.Add(new TclCommand("element", "elasticBeamColumn", eleTag,
elm.StartNode.GetIndex(),
elm.EndNode.GetIndex(),
sec.A,
mat.YoungModulus
, g
, sec.J,
sec.Iz,
sec.Iy, transTag));
TargetGenerator.SetCounter("element", eleTag + 1);
TargetGenerator.SetCounter("geomTransf", transTag + 1);
elementTag = eleTag.ToString();
return(buf.ToArray());
}
public override TclCommand[] Translate(StructurePart targetElement, out string elementTag)
{
var elm = targetElement as TriangleElement;
var sec = elm.Section.GetThicknessAt(0);// as Sections.UniformParametric1DSection;
var mat = elm.Material as Materials.UniformIsotropicMaterial;
var g = mat.YoungModulus / (2 * (1 + mat.PoissonRatio));
var buf = new List <TclCommand>();
var eleTag = TargetGenerator.GetCounter("element");
var secTag = TargetGenerator.GetCounter("section");
var vec = elm.GetTransformationManager().TransformLocalToGlobal(Vector.K).GetUnit();
buf.Add(new TclCommand("section", "ElasticMembranePlateSection", secTag,
mat.YoungModulus, mat.PoissonRatio, sec, 0));
buf.Add(new TclCommand("element", "ShellDKGT", eleTag,
elm.Nodes[0].GetIndex(),
elm.Nodes[1].GetIndex(),
elm.Nodes[2].GetIndex(),
secTag));
TargetGenerator.SetCounter("element", eleTag + 1);
TargetGenerator.SetCounter("section", secTag + 1);
elementTag = eleTag.ToString(CultureInfo.CurrentCulture);
return(buf.ToArray());
}
public override TclCommand[] Translate(StructurePart targetElement, out string elementTag)
{
var elm = targetElement as Tetrahedral;
//var sec = elm.Section as Sections.UniformParametric1DSection;
//var mat = elm.Material as Materials.UniformIsotropicMaterial;
//var g = mat.YoungModulus / (2 * (1 + mat.PoissonRatio));
var e = elm.E;
var buf = new List <TclCommand>();
var eleTag = TargetGenerator.GetCounter("element");
//var transTag = TargetGenerator.GetCounter("geomTransf");
var matTag = TargetGenerator.GetCounter("nDMaterial");
//var vec = elm.GetTransformationManager().TransformLocalToGlobal(Vector.K).GetUnit();
buf.Add(new TclCommand("nDMaterial", "ElasticIsotropic", matTag,
elm.E, elm.Nu));
buf.Add(new TclCommand("element", "FourNodeTetrahedron", eleTag,
elm.Nodes[0].GetIndex(),
elm.Nodes[1].GetIndex(),
elm.Nodes[2].GetIndex(),
elm.Nodes[3].GetIndex(),
matTag, 0, 0, 0));
TargetGenerator.SetCounter("element", eleTag + 1);
TargetGenerator.SetCounter("nDMaterial", matTag + 1);
elementTag = eleTag.ToString(CultureInfo.CurrentCulture);
return(buf.ToArray());
}
