/// <summary>
/// Convert a Nucleus node to a BFE one
/// </summary>
/// <param name="node"></param>
/// <returns></returns>
public static BFE.Node Convert(Node node)
{
var result = new BFE.Node(Convert(node.Position))
{
Label = node.GUID.ToString(),
};
if (node.HasData <NodeSupport>())
{
var nS = node.GetData <NodeSupport>();
result.Constraints = Convert(nS.Fixity);
}
return(result);
}
public static Model Generate3DTet4Grid(int m, int n, int l)
{
var buf = new Model();
var dx = 1.0;
var dy = 1.0;
var dz = 1.0;
var nodes = new Node[m, n, l];
for (int k = 0; k < l; k++)
{
for (int i = 0; i < n; i++)
{
for (int j = 0; j < m; j++)
{
var pos = new Point(i * dx, j * dy, k * dz);
var nde = new Node()
{
Location = pos
};
buf.Nodes.Add(nde);
nde.Constraints = Constraint.RotationFixed;
nodes[j, i, k] = nde;
}
}
}
var elm = new Func <Node, Node, Node, Node, Tetrahedral>((n1, n2, n3, n4) =>
{
var buff = new Tetrahedral();
buff.Nodes[0] = n1;
buff.Nodes[1] = n2;
buff.Nodes[2] = n3;
buff.Nodes[3] = n4;
buff.E = 210e9;
buff.Nu = 0.33;
return(buff);
});
var elms = new List <Element>();
for (int i = 0; i < m - 1; i++)
{
for (int j = 0; j < n - 1; j++)
{
for (int k = 0; k < l - 1; k++)
{
var ns = new Node[] {
nodes[i, j, k],
nodes[i + 1, j, k],
nodes[i + 1, j + 1, k],
nodes[i, j + 1, k],
nodes[i, j, k + 1],
nodes[i + 1, j, k + 1],
nodes[i + 1, j + 1, k + 1],
nodes[i, j + 1, k + 1],
};
elms.Add(elm(ns[0], ns[1], ns[3], ns[4]));
elms.Add(elm(ns[2], ns[1], ns[3], ns[6]));
elms.Add(elm(ns[1], ns[3], ns[4], ns[6]));
elms.Add(elm(ns[4], ns[5], ns[6], ns[1]));
elms.Add(elm(ns[4], ns[6], ns[7], ns[3]));
}
}
}
buf.Elements.Add(elms.ToArray());
for (int i = 0; i < n * m; i++)
{
buf.Nodes[i].Constraints = Constraint.Fixed;
}
return(buf);
}
public static Model Generate3DFrameElementGrid(int m, int n, int l)
{
var buf = new Model();
var dx = 1.0;
var dy = 1.0;
var dz = 1.0;
var nodes = new Node[m, n, l];
for (int k = 0; k < l; k++)
{
for (int i = 0; i < n; i++)
{
for (int j = 0; j < m; j++)
{
var pos = new Point(i * dx, j * dy, k * dz);
var nde = new Node()
{
Location = pos
};
buf.Nodes.Add(nde);
nodes[j, i, k] = nde;
}
}
}
for (int k = 0; k < l - 1; k++)
{
for (int i = 0; i < n; i++)
{
for (int j = 0; j < m; j++)
{
var elm = new FrameElement2Node();
elm.StartNode = nodes[j, i, k];
elm.EndNode = nodes[j, i, k + 1];
buf.Elements.Add(elm);
}
}
}
for (int i = 0; i < n - 1; i++)
{
for (int k = 0; k < l; k++)
{
for (int j = 0; j < m; j++)
{
var elm = new FrameElement2Node();
elm.StartNode = nodes[j, i, k];
elm.EndNode = nodes[j, i + 1, k];
buf.Elements.Add(elm);
}
}
}
for (int j = 0; j < m - 1; j++)
{
for (int k = 0; k < l; k++)
{
for (int i = 0; i < n; i++)
{
var elm = new FrameElement2Node();
elm.StartNode = nodes[j, i, k];
elm.EndNode = nodes[j + 1, i, k];
buf.Elements.Add(elm);
}
}
}
foreach (var elm in buf.Elements)
{
var framElm = elm as FrameElement2Node;
if (framElm == null)
{
continue;
}
framElm.A = 7.64 * 1e-4; // 0.01;
framElm.Iy = framElm.Iz = framElm.J = 80 * 1e-8; // 0.1 * 0.1 * 0.1 * 0.1 / 12.0;
framElm.E = framElm.G = 210e9;
framElm.MassDensity = 7800;
}
for (int i = 0; i < n * m; i++)
{
buf.Nodes[i].Constraints = Constraint.Fixed;
}
return(buf);
}
public static Model Generate3DBarElementGrid(int m, int n, int l)
{
var buf = new Model();
var dx = 1.0;
var dy = 1.0;
var dz = 1.0;
var nodes = new Node[m, n, l];
for (int k = 0; k < l; k++)
{
for (int i = 0; i < n; i++)
{
for (int j = 0; j < m; j++)
{
var pos = new Point(i * dx, j * dy, k * dz);
var nde = new Node()
{
Location = pos
};
buf.Nodes.Add(nde);
nodes[j, i, k] = nde;
}
}
}
for (int k = 0; k < l - 1; k++)
{
for (int i = 0; i < n; i++)
{
for (int j = 0; j < m; j++)
{
var elm = new BarElement();
elm.StartNode = nodes[j, i, k];
elm.EndNode = nodes[j, i, k + 1];
buf.Elements.Add(elm);
}
}
}
for (int i = 0; i < n - 1; i++)
{
for (int k = 0; k < l; k++)
{
for (int j = 0; j < m; j++)
{
var elm = new BarElement();
elm.StartNode = nodes[j, i, k];
elm.EndNode = nodes[j, i + 1, k];
buf.Elements.Add(elm);
}
}
}
for (int j = 0; j < m - 1; j++)
{
for (int k = 0; k < l; k++)
{
for (int i = 0; i < n; i++)
{
var elm = new BarElement();
elm.StartNode = nodes[j, i, k];
elm.EndNode = nodes[j + 1, i, k];
buf.Elements.Add(elm);
}
}
}
foreach (var elm in buf.Elements)
{
var framElm = elm as BarElement;
if (framElm == null)
{
continue;
}
framElm.Behavior = BarElementBehaviours.FullFrame;
var sec = (Sections.UniformParametric1DSection)(framElm.Section = new Sections.UniformParametric1DSection());
var mat = framElm.Material = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.2);
sec.A = 7.64 * 1e-4; // 0.01;
sec.Iy = sec.Iz = sec.J = 80 * 1e-8; // 0.1 * 0.1 * 0.1 * 0.1 / 12.0;
}
for (int i = 0; i < n * m; i++)
{
buf.Nodes[i].Constraints = Constraint.Fixed;
}
return(buf);
}
public override void UpdateCalc()
{
// Initiating Model, Nodes and Members
model = new Model();
double spt = _spacingTop.Value / 2;
double spb = _spacingBottom.Value / 2;
double spv = _spacingVertical.Value;
var n1a = new BriefFiniteElementNet.Node(-spt, 0, spv)
{
Label = "1a"
};
var n1b = new BriefFiniteElementNet.Node(spt, 0, spv)
{
Label = "1b"
};
var n2a = new BriefFiniteElementNet.Node(0, -spb, 0)
{
Label = "2a"
};
var n2b = new BriefFiniteElementNet.Node(0, spb, 0)
{
Label = "2b"
};
var e1 = new TrussElement2Node(n1a, n2a)
{
Label = "e1"
};
var e2 = new TrussElement2Node(n1a, n2b)
{
Label = "e2"
};
var e3 = new TrussElement2Node(n1b, n2a)
{
Label = "e3"
};
var e4 = new TrussElement2Node(n1b, n2b)
{
Label = "e4"
};
var e5 = new TrussElement2Node(n1a, n1b)
{
Label = "e5"
};
var e6 = new TrussElement2Node(n2a, n2b)
{
Label = "e6"
};
//Note: labels for all members should be unique,
//else you will receive InvalidLabelException when adding it to model
e1.A = e2.A = e3.A = e4.A = e5.A = e6.A = 0.009;
e1.E = e2.E = e3.E = e4.E = e5.E = e6.E = 210e9;
model.Nodes.Add(n1a, n1b, n2a, n2b);
model.Elements.Add(e1, e2, e3, e4, e5, e6);
//Applying restraints
n1a.Constraints = Constraint.FromString("100111");
n1b.Constraints = Constraint.FromString("000111");
n2a.Constraints = Constraint.FromString("111111");
n2b.Constraints = Constraint.FromString("101111");
//Applying load
var forceA = new Force(0, 0, -_loadA.Value / 2, 0, 0, 0);
var forceB = new Force(0, 0, -_loadA.Value / 2, 0, 0, 0);
var loadCase = new LoadCase("test", LoadType.Live);
n1a.Loads.Add(new NodalLoad(forceA, loadCase));
n1b.Loads.Add(new NodalLoad(forceB, loadCase));
var loadComb = new LoadCombination();
loadComb.Add(loadCase, 1);
//Adds a NodalLoad with Default LoadCase
try
{
model.Solve();
var rA = n2a.GetSupportReaction(loadCase);
var rB = n2b.GetSupportReaction(loadCase);
var T = e6.GetInternalForceAt(0.5, loadComb);
var F1 = e1.GetInternalForceAt(0.5, loadComb);
var F2 = e3.GetInternalForceAt(0.5, loadComb);
var Fresolved = F1 + F2;
_reactionA.Value = rA.Forces.Z;
_reactionB.Value = rB.Forces.Z;
_strutResolvedForce.Value = Fresolved.Forces.Length;
_tieForce.Value = T.Forces.Length;
}
catch (Exception)
{
_reactionA.Value = double.NaN;
_reactionB.Value = double.NaN;
}
}
