44 lines
1.6 KiB
C#
44 lines
1.6 KiB
C#
using LoaderCalculator.Data.Materials;
|
|
using StructureHelperCommon.Infrastructures.Enums;
|
|
using StructureHelperLogics.Models.Materials;
|
|
using System;
|
|
using System.Collections.Generic;
|
|
using System.Linq;
|
|
using System.Text;
|
|
using System.Threading.Tasks;
|
|
|
|
namespace StructureHelperLogics.Models.Materials
|
|
{
|
|
public class ElasticMaterial : IElasticMaterial
|
|
{
|
|
public double Modulus { get; set; }
|
|
public double CompressiveStrength { get; set; }
|
|
public double TensileStrength { get; set; }
|
|
|
|
public IMaterial GetLoaderMaterial(LimitStates limitState, CalcTerms calcTerm)
|
|
{
|
|
IMaterial material = new Material();
|
|
material.InitModulus = Modulus;
|
|
IEnumerable<double> parameters = new List<double>() { Modulus, CompressiveStrength, TensileStrength};
|
|
material.DiagramParameters = parameters;
|
|
material.Diagram = GetStress;
|
|
return material;
|
|
}
|
|
|
|
private double GetStress (IEnumerable<double> parameters, double strain)
|
|
{
|
|
double modulus = parameters.First();
|
|
double stress = modulus * strain;
|
|
double compressiveStrength = (-1d) * parameters.ElementAt(1);
|
|
double tensileStrength = parameters.ElementAt(2);
|
|
if (stress > tensileStrength || stress < compressiveStrength) { return 0d; }
|
|
else { return stress; }
|
|
}
|
|
|
|
public object Clone()
|
|
{
|
|
return new ElasticMaterial() { Modulus = Modulus, CompressiveStrength = CompressiveStrength, TensileStrength = TensileStrength };
|
|
}
|
|
}
|
|
}
|