using FeMM.Common.Models;
using FeMM.Grasshopper.DataTypes.FeMM;
using FeMM.Grasshopper.Helpers;
using Grasshopper.Kernel;
using Grasshopper.Kernel.Parameters;
using System;
namespace FeMM.Grasshopper.Components.Materials
{
public class MaterialConcreteComponent : GH_Component
{
protected static string[] _grades = [ "C8/10", "C12/15", "C16/20", "C20/25", "C25/30", "C28/35", "C32/40", "C35/45", "C40/50",
"C45/55", "C50/60", "C55/67", "C60/75", "C70/85", "C80/95", "C90/105", "4000 psi", "5000 psi", "6000 psi", "C30/37" ];
/// <summary>
/// Initializes a new instance of the MaterialConcreteComponent class.
/// </summary>
public MaterialConcreteComponent()
: base("Concrete", "CM", "Concrete Material", CategoryNameConstants.CATEGORY_FEMM, CategoryNameConstants.SUBCATEGORY_MATERIALS)
{
}
/// <summary>
/// Registers all the input parameters for this component.
/// </summary>
protected override void RegisterInputParams(GH_InputParamManager pManager)
{
pManager.AddTextParameter("Name", "N", "The name of the material", GH_ParamAccess.item);
pManager.AddIntegerParameter("Grade", "G", "The steel grade", GH_ParamAccess.item);
Param_Integer param = pManager[1] as Param_Integer;
for (int i = 0; i < _grades.Length; i++)
param.AddNamedValue(_grades[i], i);
pManager.AddBooleanParameter("Precast", "P", "Is a precast concrete?", GH_ParamAccess.item, false);
}
/// <summary>
/// Registers all the output parameters for this component.
/// </summary>
protected override void RegisterOutputParams(GH_OutputParamManager pManager)
{
pManager.AddGenericParameter("Material", "M", "The Steel material", GH_ParamAccess.item);
}
/// <summary>
/// This is the method that actually does the work.
/// </summary>
/// <param name="DA">The DA object is used to retrieve from inputs and store in outputs.</param>
protected override void SolveInstance(IGH_DataAccess DA)
{
string name = "";
int grade = 0;
bool precast = false;
if (!DA.GetData("Name", ref name))
return;
if (!DA.GetData("Grade", ref grade))
return;
DA.GetData("Precast", ref precast);
Message = _grades[grade];
var material = new MaterialModel
{
Kind = precast ? MaterialModel.MaterialKind.Precast : MaterialModel.MaterialKind.Concrete,
Name = name,
PoissonRatio = 0.2,
ThermalExpansion = 1.0E-05,
UsePoisson = true,
Density = 2.549E-09,//t/mm,
};
// Note: Values are in N, m, C. Remember to convert them in the export if the model units are different
switch (grade)
{
case 0: // C8/10
material.Modulus = 2.533E+4;//N/mm2=MPa
material.ShearModulus = 1.055E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 8;//N/mm2=MPa
material.ExpectedCompressiveStrength = 8;//N/mm2=MPa
break;
case 1: // C12/15
material.Modulus = 2.709E+4;//N/mm2=MPa
material.ShearModulus = 1.129E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 12;//N/mm2=MPa
material.ExpectedCompressiveStrength = 12;//N/mm2=MPa
break;
case 2: // C16/20
material.Modulus = 2.861E+4;//N/mm2=MPa
material.ShearModulus = 1.192E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 16;//N/mm2=MPa
material.ExpectedCompressiveStrength = 16;//N/mm2=MPa
break;
case 3: // C20/25
material.Modulus = 2.996E+4;//N/mm2=MPa
material.ShearModulus = 1.248E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 20;//N/mm2=MPa
material.ExpectedCompressiveStrength = 20;//N/mm2=MPa
break;
case 4: // C25/30
material.Modulus = 3.148E+4;//N/mm2=MPa
material.ShearModulus = 1.312E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 25;//N/mm2=MPa
material.ExpectedCompressiveStrength = 25;//N/mm2=MPa
break;
case 5: // C28/35
material.Modulus = 3.231E+4;//N/mm2=MPa
material.ShearModulus = 1.346E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 28;//N/mm2=MPa
material.ExpectedCompressiveStrength = 28;//N/mm2=MPa
break;
case 6: // C32/40
material.Modulus = 3.335E+4;//N/mm2=MPa
material.ShearModulus = 1.389E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 32;//N/mm2=MPa
material.ExpectedCompressiveStrength = 32;//N/mm2=MPa
break;
case 7: // C35/45
material.Modulus = 3.408E+4;//N/mm2=MPa
material.ShearModulus = 1.420E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 35;//N/mm2=MPa
material.ExpectedCompressiveStrength = 35;//N/mm2=MPa
break;
case 8: // C40/50
material.Modulus = 3.522E+4;//N/mm2=MPa
material.ShearModulus = 1.468E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 40;//N/mm2=MPa
material.ExpectedCompressiveStrength = 40;//N/mm2=MPa
break;
case 9: // C45/55
material.Modulus = 3.628E+4;//N/mm2=MPa
material.ShearModulus = 1.512E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 45;//N/mm2=MPa
material.ExpectedCompressiveStrength = 45;//N/mm2=MPa
break;
case 10: // C50/60
material.Modulus = 3.728E+4;//N/mm2=MPa
material.ShearModulus = 1.553E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 50;//N/mm2=MPa
material.ExpectedCompressiveStrength = 50;//N/mm2=MPa
break;
case 11: // C55/67
material.Modulus = 3.821E+4;//N/mm2=MPa
material.ShearModulus = 1.592E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 55;//N/mm2=MPa
material.ExpectedCompressiveStrength = 55;//N/mm2=MPa
break;
case 12: // C60/75
material.Modulus = 3.910E+4;//N/mm2=MPa
material.ShearModulus = 1.629E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 60;//N/mm2=MPa
material.ExpectedCompressiveStrength = 60;//N/mm2=MPa
break;
case 13: // C70/85
material.Modulus = 4.074E+4;//N/mm2=MPa
material.ShearModulus = 1.698E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 70;//N/mm2=MPa
material.ExpectedCompressiveStrength = 70;//N/mm2=MPa
break;
case 14: // C80/95
material.Modulus = 4.224E+4;//N/mm2=MPa
material.ShearModulus = 1.760E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 80;//N/mm2=MPa
material.ExpectedCompressiveStrength = 80;//N/mm2=MPa
break;
case 15: // C90/105
material.Modulus = 4.363E+4;//N/mm2=MPa
material.ShearModulus = 1.818E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 90;//N/mm2=MPa
material.ExpectedCompressiveStrength = 90;//N/mm2=MPa
break;
case 16: // 4000
material.Modulus = 24855.58;//N/mm2=MPa
material.ShearModulus = 10356.49167;//N/mm2=MPa
material.SpecificCompressiveStrength = 90;//N/mm2=MPa
material.ExpectedCompressiveStrength = 90;//N/mm2=MPa
break;
case 17: // 5000
material.Modulus = 27789.38;//N/mm2=MPa
material.ShearModulus = 11578.90833;//N/mm2=MPa
material.SpecificCompressiveStrength = 90;//N/mm2=MPa
material.ExpectedCompressiveStrength = 90;//N/mm2=MPa
break;
case 18: // 6000
material.Modulus = 30441.74;//N/mm2=MPa
material.ShearModulus = 12684.05833;//N/mm2=MPa
material.SpecificCompressiveStrength = 90;//N/mm2=MPa
material.ExpectedCompressiveStrength = 90;//N/mm2=MPa
break;
case 19: // C30/37
material.Modulus = 3.283E+4;//N/mm2=MPa
material.ShearModulus = 1.367E+4;//N/mm2=MPa
material.SpecificCompressiveStrength = 30;//N/mm2=MPa
material.ExpectedCompressiveStrength = 30;//N/mm2=MPa
break;
}
DA.SetData(0, new GH_Material(material));
}
/// <summary>
/// Provides an Icon for the component.
/// </summary>
protected override System.Drawing.Bitmap Icon => Properties.Resources.ConcreteMaterialIcon;
/// <summary>
/// Gets the unique ID for this component. Do not change this ID after release.
/// </summary>
public override Guid ComponentGuid => new("9d2f4b12-e3f3-4cbd-af84-1b67fb3157b9");
}
}