public static string Description(this GenericOrthotropicMaterial material)
{
if (material == null)
{
return("null material");
}
return("Gen " + material.MaterialAnalyticalValues());
}
public static MaterialType MaterialType(this GenericOrthotropicMaterial materialFragment)
{
return(materialFragment.IsNull() ? oM.Structure.MaterialFragments.MaterialType.Undefined : oM.Structure.MaterialFragments.MaterialType.Undefined);
}
/***************************************************/
/**** Private Methods ****/
/***************************************************/
private List <IMaterialFragment> ReadMaterial(List <string> ids = null)
{
List <IMaterialFragment> materialList = new List <IMaterialFragment>();
int nameCount = 0;
string[] nameArr = { };
m_model.PropMaterial.GetNameList(ref nameCount, ref nameArr);
ids = FilterIds(ids, nameArr);
foreach (string id in ids)
{
eMatType matType = eMatType.NoDesign;
int symType = 0;
int colour = 0;
string guid = "";
string notes = "";
if (m_model.PropMaterial.GetMaterial(id, ref matType, ref colour, ref notes, ref guid) == 0)
{
IMaterialFragment bhMaterial;
m_model.PropMaterial.GetTypeOAPI(id, ref matType, ref symType);
double e = 0;
double v = 0;
double thermCo = 0;
double g = 0;
double[] E = new double[3];
double[] V = new double[3];
double[] ThermCo = new double[3];
double[] G = new double[3];
if (symType == 0)// Isotropic
{
m_model.PropMaterial.GetMPIsotropic(id, ref e, ref v, ref thermCo, ref g);
}
else if (symType == 1) // Orthotropic
{
m_model.PropMaterial.GetMPOrthotropic(id, ref E, ref V, ref ThermCo, ref G);
}
else if (symType == 2) //Anisotropic
{
m_model.PropMaterial.GetMPAnisotropic(id, ref E, ref V, ref ThermCo, ref G);
}
else if (symType == 3) //Uniaxial
{
m_model.PropMaterial.GetMPUniaxial(id, ref e, ref thermCo);
}
double mass = 0;
double weight = 0;
m_model.PropMaterial.GetWeightAndMass(id, ref weight, ref mass);
double fc = 0; //compressive stress
double ft = 0; //tensile stress
double fy = 0; //yield stress
double fu = 0; //ultimate stress
double efy = 0; //expected yield stress
double efu = 0; //expected tensile stress
double strainHardening = 0; //strain at hardening
double strainMaxF = 0; //strain at max stress
double strainRupture = 0; //strain at rupture
double strainFc = 0; //strain at f'c
int i0 = 0; //stress-strain curvetype
int i1 = 0; //stress-strain hysteresis type
bool b0 = false; //is lightweight
switch (matType)
{
case eMatType.Steel:
m_model.PropMaterial.GetOSteel(id, ref fy, ref fu, ref efy, ref efu, ref i0, ref i1, ref strainHardening, ref strainMaxF, ref strainRupture);
bhMaterial = Engine.Structure.Create.Steel(id, e, v, thermCo, mass, 0, fy, fu);
break;
case eMatType.Concrete:
m_model.PropMaterial.GetOConcrete(id, ref fc, ref b0, ref ft, ref i0, ref i1, ref efy, ref efu, ref strainFc, ref strainMaxF);
bhMaterial = Engine.Structure.Create.Concrete(id, e, v, thermCo, mass, 0, 0, fy);
break;
case eMatType.Aluminum:
bhMaterial = Engine.Structure.Create.Aluminium(id, e, v, thermCo, mass, 0);
break;
case eMatType.ColdFormed:
m_model.PropMaterial.GetOColdFormed(id, ref fy, ref fu, ref i1);
bhMaterial = Engine.Structure.Create.Steel(id, e, v, thermCo, mass, 0, fy, fu);
break;
case eMatType.Rebar:
m_model.PropMaterial.GetORebar(id, ref fy, ref fu, ref efy, ref efu, ref i0, ref i1, ref strainHardening, ref strainMaxF, ref b0);
bhMaterial = Engine.Structure.Create.Steel(id, e, v, thermCo, mass, 0, fy, fu);
break;
case eMatType.Tendon:
m_model.PropMaterial.GetOTendon(id, ref fy, ref fu, ref i0, ref i1);
bhMaterial = Engine.Structure.Create.Steel(id, e, v, thermCo, mass, 0, fy, fu);
break;
case eMatType.NoDesign:
switch (symType)
{
case 0:
bhMaterial = new GenericIsotropicMaterial()
{
Name = id, YoungsModulus = e, PoissonsRatio = v, ThermalExpansionCoeff = thermCo, Density = mass
};
break;
case 1:
bhMaterial = new GenericOrthotropicMaterial()
{
Name = id, YoungsModulus = E.ToVector(), PoissonsRatio = V.ToVector(), ThermalExpansionCoeff = ThermCo.ToVector(), Density = mass
};
break;
case 2:
case 3:
default:
bhMaterial = Engine.Structure.Create.Steel(id);
Engine.Base.Compute.RecordWarning("Could not extract structural properties for material " + id);
break;
}
break;
default:
bhMaterial = Engine.Structure.Create.Steel(id);
Engine.Base.Compute.RecordWarning("Could not extract structural properties for material " + id);
break;
}
SetAdapterId(bhMaterial, id);
materialList.Add(bhMaterial);
}
}
return(materialList);
}
/***************************************************/
private List <IMaterialFragment> ReadMaterial(List <string> ids = null)
{
int nameCount = 0;
string[] names = { };
List <IMaterialFragment> materialList = new List <IMaterialFragment>();
m_model.PropMaterial.GetNameList(ref nameCount, ref names);
ids = FilterIds(ids, names);
foreach (string id in ids)
{
eMatType matType = eMatType.NoDesign;
int colour = 0;
string guid = null;
string notes = "";
if (m_model.PropMaterial.GetMaterial(id, ref matType, ref colour, ref notes, ref guid) == 0)
{
IMaterialFragment m = null;
double e = 0;
double v = 0;
double thermCo = 0;
double g = 0;
double mass = 0;
double weight = 0;
m_model.PropMaterial.GetWeightAndMass(id, ref weight, ref mass);
if (m_model.PropMaterial.GetMPIsotropic(id, ref e, ref v, ref thermCo, ref g) != 0)
{
double[] eArr = new double[3];
double[] vArr = new double[3];
double[] aArr = new double[3];
double[] gArr = new double[3];
if (m_model.PropMaterial.GetMPOrthotropic(id, ref eArr, ref vArr, ref aArr, ref gArr) != 0)
{
string msg = string.Format("Could not extract structural properties for material {0}, this has been replaced with a GenericIsotropicMaterial with no properties.", id);
Engine.Base.Compute.RecordWarning(msg);
m = new GenericIsotropicMaterial()
{
Name = id + "_replacment"
};
}
else
{
m = new GenericOrthotropicMaterial()
{
Name = id,
YoungsModulus = eArr.ToVector(),
PoissonsRatio = vArr.ToVector(),
ShearModulus = gArr.ToVector(),
ThermalExpansionCoeff = aArr.ToVector(),
Density = mass
};
}
}
else
{
double compStr = 0;
double tensStr = 0;
double fy = 0; //expected yield stress
double fu = 0; //expected tensile stress
double efy = 0; //expected yield stress
double efu = 0; //expected tensile stress
double v3 = 0; //strain at hardening
double v4 = 0; //strain at max stress
double v5 = 0; //strain at rupture
double strainAtFc = 0;
double strainUlt = 0;
int i1 = 0;//stress-strain curvetype
int i2 = 0;
bool b1 = false;
if (m_model.PropMaterial.GetOSteel(id, ref fy, ref fu, ref efy, ref efu, ref i1, ref i2, ref v3, ref v4, ref v5) == 0 || matType == eMatType.Steel || matType == eMatType.ColdFormed ||
m_model.PropMaterial.GetORebar(id, ref fy, ref fu, ref efy, ref efu, ref i1, ref i2, ref v3, ref v4, ref b1) == 0 || matType == eMatType.Rebar ||
m_model.PropMaterial.GetOTendon(id, ref fy, ref fu, ref i1, ref i2) == 0 || matType == eMatType.Tendon)
{
m = new Steel()
{
Name = id,
YoungsModulus = e,
PoissonsRatio = v,
ThermalExpansionCoeff = thermCo,
Density = mass,
YieldStress = fy,
UltimateStress = fu
};
}
else if (m_model.PropMaterial.GetOConcrete(id, ref compStr, ref b1, ref tensStr, ref i1, ref i2, ref strainAtFc, ref strainUlt, ref v3, ref v4) == 0 || matType == eMatType.Concrete)
{
m = new Concrete()
{
Name = id,
YoungsModulus = e,
PoissonsRatio = v,
ThermalExpansionCoeff = thermCo,
Density = mass,
CylinderStrength = compStr
};
}
else if (matType == eMatType.Aluminum)
{
m = new Aluminium()
{
Name = id,
YoungsModulus = e,
PoissonsRatio = v,
ThermalExpansionCoeff = thermCo,
Density = mass
};
}
else
{
string msg = string.Format("Could not extract structural properties for material {0}, this has been replaced with a GenericIsotropicMaterial with no properties.", id);
Engine.Base.Compute.RecordWarning(msg);
m = new GenericIsotropicMaterial()
{
Name = id + "_replacment"
};
}
}
SetAdapterId(m, id);
materialList.Add(m);
}
}
return(materialList);
}
