/// <summary>
/// Create a default timber shell with panels using a continuous analytical model.
/// </summary>
/// <param name="region">Panel region.</param>
/// <param name="timberPlateMaterial">Timber material. See <see cref="FemDesign.Materials.TimberPanelType"/>.</param>
/// <param name="direction">Timber panel span direction.</param>
/// <param name="externalEdgeConnection"></param>
/// <param name="identifier">Name of shell.</param>
/// <param name="eccentricity"></param>
/// <param name="panelWidth"></param>
/// <returns></returns>
public static Panel DefaultTimberContinuous(Geometry.Region region, Materials.TimberPanelType timberPlateMaterial, Geometry.FdVector3d direction, EdgeConnection externalEdgeConnection = null, string identifier = "TP", ShellEccentricity eccentricity = null, double panelWidth = 1.5)
{
if (externalEdgeConnection == null)
{
externalEdgeConnection = EdgeConnection.GetDefault();
}
if (eccentricity == null)
{
eccentricity = ShellEccentricity.GetDefault();
}
Geometry.FdPoint3d anchorPoint = region.Contours[0].Edges[0].Points[0];
InternalPanel internalPanel = new InternalPanel(region);
InternalPanels internalPanels = new InternalPanels(internalPanel);
PanelType type = PanelType.Timber;
string panelName = "A";
double gap = 0.01;
double orthotropy = 1;
bool externalMovingLocal = externalEdgeConnection.MovingLocal;
var panel = new Panel(region, anchorPoint, internalPanels, timberPlateMaterial, externalEdgeConnection, type, identifier, panelName, gap, orthotropy, eccentricity, externalMovingLocal, panelWidth);
panel.LocalX = direction; // Set timber panel span direction
return(panel);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Materials.CltPanelLibraryType cltPanelLibraryType = null;
if (!DA.GetData("CltPanelLibraryType", ref cltPanelLibraryType))
{
return;
}
Materials.TimberFactors factors = null;
if (!DA.GetData("TimberFactors", ref factors))
{
return;
}
bool shearCoupling = true, gluedNarrowSides = true;
DA.GetData("ShearCoupling", ref shearCoupling);
DA.GetData("GluedNarrowSides", ref gluedNarrowSides);
FemDesign.Materials.TimberPanelType obj = new Materials.TimberPanelType(cltPanelLibraryType, factors, shearCoupling, gluedNarrowSides);
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Brep surface = null;
if (!DA.GetData("Surface", ref surface))
{
return;
}
Materials.TimberPanelType timberPlateMaterialData = null;
if (!DA.GetData("TimberPlateMaterial", ref timberPlateMaterialData))
{
return;
}
Vector3d spanDirection = new Vector3d();
if (!DA.GetData("SpanDirection", ref spanDirection))
{
return;
}
double panelWidth = 1.5;
DA.GetData("PanelWidth", ref panelWidth);
Shells.ShellEccentricity eccentricity = Shells.ShellEccentricity.GetDefault();
DA.GetData("ShellEccentricity", ref eccentricity);
Shells.EdgeConnection edgeConnection = Shells.EdgeConnection.GetHinged();
DA.GetData("BorderEdgeConnection", ref edgeConnection);
Rhino.Geometry.Vector3d x = Vector3d.Zero;
DA.GetData("LocalX", ref x);
Rhino.Geometry.Vector3d z = Vector3d.Zero;
DA.GetData("LocalZ", ref z);
double meshSize = 0;
DA.GetData("AvgMeshSize", ref meshSize);
string identifier = "PP";
DA.GetData("Identifier", ref identifier);
if (surface == null || timberPlateMaterialData == null || eccentricity == null || edgeConnection == null || identifier == null)
{
return;
}
Geometry.Region region = surface.FromRhino();
Geometry.FdVector3d dir = spanDirection.FromRhino();
Shells.Panel obj = Shells.Panel.DefaultTimberContinuous(region, timberPlateMaterialData, dir, edgeConnection, identifier, eccentricity, panelWidth);
// set local x-axis
if (!x.Equals(Vector3d.Zero))
{
obj.LocalX = x.FromRhino();
}
// set local z-axis
if (!z.Equals(Vector3d.Zero))
{
obj.LocalZ = z.FromRhino();
}
// set uniform average mesh size
obj.UniformAvgMeshSize = meshSize;
// return
DA.SetData(0, obj);
}
/// <summary>
/// Construct timber panel with "Continuous" analytical model.
/// </summary>
/// <param name="region">Region of shell containing panels.</param>
/// <param name="anchorPoint"></param>
/// <param name="internalPanels"></param>
/// <param name="externalEdgeConnection">Default value for shell border EdgeConnections. Can be overwritten by EdgeConnection for each specific edge in Region.</param>
/// <param name="timberApplicationData"></param>
/// <param name="type">Type of panel.</param>
/// <param name="identifier">Name of shell.</param>
/// <param name="panelName">Name of panel.</param>
/// <param name="gap">Gap between panels.</param>
/// <param name="orthotropy">Orthotropy.</param>
/// <param name="ecc">ShellEccentricity.</param>
/// <param name="externalMovingLocal">EdgeConnection LCS changes along edge?</param>
internal Panel(Geometry.Region region, Geometry.FdPoint3d anchorPoint, InternalPanels internalPanels, Materials.TimberPanelType timberApplicationData, EdgeConnection externalEdgeConnection, PanelType type, string identifier, string panelName, double gap, double orthotropy, ShellEccentricity ecc, bool externalMovingLocal, double panelWidth)
{
this.EntityCreated();
// elements
this.Region = region;
this.CoordinateSystem = region.CoordinateSystem;
this.AnchorPoint = anchorPoint;
this.InternalPanels = internalPanels;
this.TimberPanelData = timberApplicationData;
// set external rigidity
this.SetExternalEdgeConnections(externalEdgeConnection);
// set internal rigidity - not relevant for a panel with continuous analytical model
// attributes
this.Type = type;
this.Identifier = identifier;
this.PanelName = panelName;
this.Gap = gap;
this.Alignment = ecc.Alignment;
this.AlignOffset = ecc.Eccentricity;
this.EccentricityCalculation = ecc.EccentricityCalculation;
this.EccentricityByCracking = ecc.EccentricityByCracking;
this.ExternalMovingLocal = externalMovingLocal;
this.PanelWidth = panelWidth;
}
