/***************************************************/
private static ISectionProperty ToSectionProperty(BHP.FramingProperties.ConstantFramingProperty property)
{
BHP.Materials.Material material = property.Material;
IMaterialFragment fragment;
if (material == null)
{
Reflection.Compute.RecordError("The FramingElement does not contain any material. An empty generic isotropic material has been used");
fragment = new GenericIsotropicMaterial();
}
else if (!material.IsValidStructural())
{
string matName = material.Name ?? "";
Reflection.Compute.RecordWarning("The material with name " + matName + " is not a valid structural material as it does not contain exactly one structural material fragment. An empty generic isotropic material has been assumed");
fragment = new GenericIsotropicMaterial {
Name = matName
};
}
else
{
fragment = material.StructuralMaterialFragment();
}
return(Create.SectionPropertyFromProfile(property.Profile, fragment, property.Name));
}
/***************************************************/
private static ISectionProperty ToSectionProperty(BHP.FramingProperties.ConstantFramingProperty property)
{
ISectionProperty prop = null;
BHP.Materials.Material material = property.Material;
IMaterialFragment fragment;
if (material == null)
{
Reflection.Compute.RecordError("The FramingElement does not contain any material. An empty steel material has been used");
fragment = new Steel();
}
else if (!material.IsValidStructural())
{
string matName = material.Name ?? "";
Reflection.Compute.RecordWarning("The material with name " + matName + " is not a valid structural material as it does not contain exactly one structural material fragment. An empty steel material has been assumed");
fragment = new Steel {
Name = matName
};
}
else
{
fragment = material.StructuralMaterialFragment();
}
switch (fragment.IMaterialType())
{
case oM.Structure.MaterialFragments.MaterialType.Steel:
prop = Create.SteelSectionFromProfile(property.Profile, fragment as Steel, property.Name);
break;
case oM.Structure.MaterialFragments.MaterialType.Concrete:
prop = Create.ConcreteSectionFromProfile(property.Profile, fragment as Concrete, property.Name);
break;
case oM.Structure.MaterialFragments.MaterialType.Aluminium:
case oM.Structure.MaterialFragments.MaterialType.Timber:
case oM.Structure.MaterialFragments.MaterialType.Rebar:
case oM.Structure.MaterialFragments.MaterialType.Tendon:
case oM.Structure.MaterialFragments.MaterialType.Glass:
case oM.Structure.MaterialFragments.MaterialType.Cable:
case oM.Structure.MaterialFragments.MaterialType.Undefined:
default:
prop = Create.SteelSectionFromProfile(property.Profile, null, property.Name);
prop.Material = fragment;
Reflection.Compute.RecordWarning("The BHoM does not currently support sections of material type " + fragment.IMaterialType() + ". A steel section has been created with the material applied to it");
break;
}
return(prop);
}
/***************************************************/
/**** Private Methods ****/
/***************************************************/
private static List <Bar> AnalyticalBars(BHP.FramingProperties.ConstantFramingProperty property, ICurve centreLine, string name, double angleTolerance, int maxNbBars, ref Dictionary <BHP.FramingProperties.IFramingElementProperty, object> convertedProps)
{
if (centreLine is NurbsCurve)
{
Engine.Reflection.Compute.RecordError("The analytical bars method is currently not supported for NurbsCurves. Please use another method to split up the nurbs to polylines that can be used to construct the bars.");
return(new List <Bar>());
}
bool isLinear = centreLine.IIsLinear();
Plane curvePlane = null;
if (!isLinear)
{
curvePlane = centreLine.IFitPlane();
}
ISectionProperty section;
if (convertedProps.ContainsKey(property))
{
section = convertedProps[property] as ISectionProperty;
}
else
{
section = ToSectionProperty(property);
convertedProps[property] = section;
}
List <Bar> bars = new List <Bar>();
foreach (ICurve part in centreLine.ISubParts())
{
foreach (Line line in part.ICollapseToPolyline(angleTolerance, maxNbBars).SubParts())
{
if (isLinear)
{
bars.Add(Create.Bar(line, section, property.OrientationAngle, Create.BarReleaseFixFix(), BarFEAType.Flexural, name));
}
else
{
Vector nomal = curvePlane.Normal.Rotate(property.OrientationAngle, line.Direction());
bars.Add(Create.Bar(line, section, nomal, Create.BarReleaseFixFix(), BarFEAType.Flexural, name));
}
}
}
return(bars);
}
