public static Panel ProfiledPlate(Autodesk.DesignScript.Geometry.Surface surface, Materials.Material material, Sections.Section section, [DefaultArgument("ShellEccentricity.Default()")] ShellEccentricity eccentricity, [DefaultArgument("1")] double orthoRatio, [DefaultArgument("EdgeConnection.Hinged()")] EdgeConnection edgeConnection, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localX, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localZ, [DefaultArgument("0")] double avgMeshSize, string identifier = "PP")
{
// convert geometry
Geometry.Region region = Geometry.Region.FromDynamo(surface);
// create panel
Panel obj = Panel.DefaultContreteContinuous(region, edgeConnection, material, section, identifier, orthoRatio, eccentricity);
// set local x-axis
if (!localX.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
obj.LocalX = FemDesign.Geometry.FdVector3d.FromDynamo(localX);
}
// set local z-axis
if (!localZ.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
obj.LocalZ = FemDesign.Geometry.FdVector3d.FromDynamo(localZ);
}
// set mesh
obj.UniformAvgMeshSize = avgMeshSize;
// return
return(obj);
}
public static Slab PlateVariableThickness(Autodesk.DesignScript.Geometry.Surface surface, List <Thickness> thickness, Materials.Material material, [DefaultArgument("ShellEccentricity.Default()")] ShellEccentricity shellEccentricity, [DefaultArgument("ShellOrthotropy.Default()")] ShellOrthotropy shellOrthotropy, [DefaultArgument("EdgeConnection.Default()")] EdgeConnection shellEdgeConnection, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localX, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localZ, string identifier = "P")
{
// create FlatSurface
Geometry.Region region = Geometry.Region.FromDynamo(surface);
// check length of thickness
if (thickness.Count != 3)
{
throw new System.ArgumentException("Thickness must contain exactly 3 items.");
}
// create shell
Slab slab = Slab.Plate(identifier, material, region, shellEdgeConnection, shellEccentricity, shellOrthotropy, thickness);
// set local x-axis
if (!localX.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
slab.SlabPart.LocalX = FemDesign.Geometry.FdVector3d.FromDynamo(localX);
}
// set local z-axis
if (!localZ.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
slab.SlabPart.LocalZ = FemDesign.Geometry.FdVector3d.FromDynamo(localZ);
}
return(slab);
}
public static Slab Wall(Autodesk.DesignScript.Geometry.Surface surface, double thickness, Materials.Material material, [DefaultArgument("ShellEccentricity.Default()")] ShellEccentricity shellEccentricity, [DefaultArgument("ShellOrthotropy.Default()")] ShellOrthotropy shellOrthotropy, [DefaultArgument("EdgeConnection.Default()")] EdgeConnection shellEdgeConnection, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localX, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localZ, string identifier = "W")
{
// create FlatSurface
Geometry.Region region = Geometry.Region.FromDynamo(surface);
// create Thickness object
List <Thickness> _thickness = new List <Thickness>();
_thickness.Add(new Thickness(region.CoordinateSystem.Origin, thickness));
// check if surface is vertical
if (Math.Abs(region.CoordinateSystem.LocalZ.Z) > FemDesign.Tolerance.Point3d)
{
throw new System.ArgumentException("Wall is not vertical! Create plate instead.");
}
// create shell
Slab slab = Slab.Wall(identifier, material, region, shellEdgeConnection, shellEccentricity, shellOrthotropy, _thickness);
// set local x-axis
if (!localX.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
slab.SlabPart.LocalX = FemDesign.Geometry.FdVector3d.FromDynamo(localX);
}
// set local z-axis
if (!localZ.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
slab.SlabPart.LocalZ = FemDesign.Geometry.FdVector3d.FromDynamo(localZ);
}
return(slab);
}
public static Slab Plate(Autodesk.DesignScript.Geometry.Surface surface, double thickness, Materials.Material material, [DefaultArgument("ShellEccentricity.Default()")] ShellEccentricity shellEccentricity, [DefaultArgument("ShellOrthotropy.Default()")] ShellOrthotropy shellOrthotropy, [DefaultArgument("EdgeConnection.Default()")] EdgeConnection shellEdgeConnection, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localX, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localZ, string identifier = "P")
{
// create FlatSurface
Geometry.Region region = Geometry.Region.FromDynamo(surface);
// create Thickness object
List <Thickness> _thickness = new List <Thickness>();
_thickness.Add(new Thickness(region.CoordinateSystem.Origin, thickness));
// create shell
Slab slab = Slab.Plate(identifier, material, region, shellEdgeConnection, shellEccentricity, shellOrthotropy, _thickness);
// set local x-axis
if (!localX.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
slab.SlabPart.LocalX = FemDesign.Geometry.FdVector3d.FromDynamo(localX);
}
// set local z-axis
if (!localZ.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
slab.SlabPart.LocalZ = FemDesign.Geometry.FdVector3d.FromDynamo(localZ);
}
return(slab);
}
public static FictitiousShell Define(Autodesk.DesignScript.Geometry.Surface surface, StiffnessMatrix4Type d, StiffnessMatrix4Type k, StiffnessMatrix2Type h, double density, double t1, double t2, double alpha1, double alpha2, bool ignoreInStImpCalc, [DefaultArgument("EdgeConnection.Default()")] Shells.EdgeConnection edgeConnection, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localX, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localZ, double avgSrfElemSize = 0, string identifier = "FS")
{
// convert geometry
Geometry.Region region = Geometry.Region.FromDynamo(surface);
Geometry.FdVector3d x = Geometry.FdVector3d.FromDynamo(localX);
Geometry.FdVector3d z = Geometry.FdVector3d.FromDynamo(localZ);
// add edge connections to region
region.SetEdgeConnections(edgeConnection);
//
FictitiousShell obj = new FictitiousShell(region, d, k, h, density, t1, t2, alpha1, alpha2, ignoreInStImpCalc, avgSrfElemSize, identifier);
// set local x-axis
if (!localX.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
obj.LocalX = FemDesign.Geometry.FdVector3d.FromDynamo(localX);
}
// set local z-axis
if (!localZ.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
obj.LocalZ = FemDesign.Geometry.FdVector3d.FromDynamo(localZ);
}
// return
return(obj);
}
public static Bar Column(Autodesk.DesignScript.Geometry.Line line, Materials.Material material, Sections.Section[] section, [DefaultArgument("Connectivity.Default()")] Connectivity[] connectivity, [DefaultArgument("Eccentricity.Default()")] Eccentricity[] eccentricity, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localY, [DefaultArgument("true")] bool orientLCS, string identifier = "C")
{
// convert class
Geometry.Edge edge = Geometry.Edge.FromDynamoLine(line);
// create bar
var type = BarType.Column;
Bar bar = new Bar(edge, type, material, section, eccentricity, connectivity, identifier);
// set local y-axis
if (!localY.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
bar.BarPart.LocalY = FemDesign.Geometry.FdVector3d.FromDynamo(localY);
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
bar.BarPart.OrientCoordinateSystemToGCS();
}
}
// return
return(bar);
}
public static Bar TrussLimitedCapacity(Autodesk.DesignScript.Geometry.Line line, Materials.Material material, Sections.Section section, double maxCompression, double maxTension, bool compressionPlasticity, bool tensionPlasticity, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localY, [DefaultArgument("true")] bool orientLCS, string identifier = "T")
{
// convert class
Geometry.Edge edge = Geometry.Edge.FromDynamoLine(line);
// create bar
var type = BarType.Truss;
Bar bar = new Bar(edge, type, material, section, identifier);
bar.MaxCompression = maxCompression;
bar.MaxTension = maxTension;
bar.CompressionPlasticity = compressionPlasticity;
bar.TensionPlasticity = tensionPlasticity;
// set local y-axis
if (!localY.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
bar.BarPart.LocalY = FemDesign.Geometry.FdVector3d.FromDynamo(localY);
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
bar.BarPart.OrientCoordinateSystemToGCS();
}
}
// return
return(bar);
}
/// <summary>
/// Create a fictitious bar element.
/// </summary>
/// <param name="curve">Line or Arc.</param>
/// <param name="AE">AE</param>
/// <param name="ItG">ItG</param>
/// <param name="I1E">I1E</param>
/// <param name="I2E">I2E</param>
/// <param name="connectivity">Connectivity. If 1 item this item defines both start and end connectivity. If two items the first item defines the start connectivity and the last item defines the end connectivity.</param>
/// <param name="localY">Set local y-axis. Vector must be perpendicular to Curve mid-point local x-axis. This parameter overrides OrientLCS</param>
/// <param name="orientLCS">Orient LCS to GCS? If true the LCS of this object will be oriented to the GCS trying to align local z to global z if possible or align local y to global y if possible (if object is vertical). If false local y-axis from Curve coordinate system at mid-point will be used.</param>
/// <param name="identifier">Identifier. Optional.</param>
/// <returns></returns>
public static FictitiousBar Define(Autodesk.DesignScript.Geometry.Curve curve, [DefaultArgument("10000000")] double AE, [DefaultArgument("10000000")] double ItG, [DefaultArgument("10000000")] double I1E, [DefaultArgument("10000000")] double I2E, [DefaultArgument("FemDesign.Bars.Connectivity.Default()")] List <Bars.Connectivity> connectivity, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localY, [DefaultArgument("true")] bool orientLCS, string identifier = "BF")
{
// convert geometry
Geometry.Edge edge = Geometry.Edge.FromDynamoLineOrArc2(curve);
Geometry.FdVector3d y = Geometry.FdVector3d.FromDynamo(localY);
// get connectivity
Bars.Connectivity startConnectivity;
Bars.Connectivity endConnectivity;
if (connectivity.Count == 1)
{
startConnectivity = connectivity[0];
endConnectivity = connectivity[0];
}
else if (connectivity.Count == 2)
{
startConnectivity = connectivity[0];
endConnectivity = connectivity[1];
}
else
{
throw new System.ArgumentException($"Connectivity must contain 1 or 2 items. Number of items is {connectivity.Count}");
}
// create virtual bar
FictitiousBar bar = new FictitiousBar(edge, edge.CoordinateSystem.LocalY, startConnectivity, endConnectivity, identifier, AE, ItG, I1E, I2E);
// set local y-axis
if (!localY.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
bar.LocalY = FemDesign.Geometry.FdVector3d.FromDynamo(localY);
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
bar.OrientCoordinateSystemToGCS();
}
}
// return
return(bar);
}
public static SurfaceSupport SurfaceSupportDefine(Autodesk.DesignScript.Geometry.Surface surface, Motions motions, [DefaultArgument("MotionsPlasticLimits.Default()")] MotionsPlasticLimits motionsPlasticLimits, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localX, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localZ, [DefaultArgument("S")] string identifier)
{
// convert geometry
Geometry.Region region = Geometry.Region.FromDynamo(surface);
// create new surface support
SurfaceSupport obj = new SurfaceSupport(region, motions, motionsPlasticLimits, identifier);
// set local x-axis
if (!localX.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
obj.CoordinateSystem.SetXAroundZ(FemDesign.Geometry.FdVector3d.FromDynamo(localX));
}
// set local z-axis
if (!localZ.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
obj.CoordinateSystem.SetZAroundX(FemDesign.Geometry.FdVector3d.FromDynamo(localZ));
}
return(obj);
}
public static LineSupport Define(Autodesk.DesignScript.Geometry.Curve curve, Motions motions, [DefaultArgument("MotionsPlasticLimits.Default()")] MotionsPlasticLimits motionsPlasticLimits, Rotations rotations, [DefaultArgument("RotationsPlasticLimits.Default()")] RotationsPlasticLimits rotationsPlasticLimits, [DefaultArgument("false")] bool movingLocal, [DefaultArgument("Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0,0,0)")] Autodesk.DesignScript.Geometry.Vector localY, [DefaultArgument("true")] bool orientLCS, [DefaultArgument("S")] string identifier)
{
Geometry.Edge edge = Geometry.Edge.FromDynamoLineOrArc1(curve);
FemDesign.Supports.LineSupport obj = new LineSupport(edge, motions, motionsPlasticLimits, rotations, rotationsPlasticLimits, movingLocal, identifier);
// set local y-axis
if (!localY.Equals(Autodesk.DesignScript.Geometry.Vector.ByCoordinates(0, 0, 0)))
{
obj.Group.LocalY = FemDesign.Geometry.FdVector3d.FromDynamo(localY);
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
obj.Group.OrientCoordinateSystemToGCS();
}
}
return(obj);
}
