avpon/StructureHelper
1
0
Fork 0
Code Issues Pull Requests Actions Packages Projects Releases Wiki Activity

Carbon Fiber Material was Added

Browse Source
This commit is contained in:
Evgeny Redikultsev
2023-06-10 22:26:15 +05:00
parent 79c24f2cd5
commit 90843ea409
67 changed files with 815 additions and 276 deletions
Download Patch File Download Diff File Expand all files Collapse all files

24
StructureHelperLogics/Models/Materials/ElasticMaterial.cs
View File

@@ -1,5 +1,6 @@
using LoaderCalculator.Data.Materials;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Models.Materials.Libraries;
using StructureHelperLogics.Models.Materials;
using System;
using System.Collections.Generic;
@@ -11,30 +12,23 @@ namespace StructureHelperLogics.Models.Materials
{
public class ElasticMaterial : IElasticMaterial
{
private IElasticMaterialLogic elasticMaterialLogic => new ElasticMaterialLogic();
public double Modulus { get; set; }
public double CompressiveStrength { get; set; }
public double TensileStrength { get; set; }
public List<IMaterialSafetyFactor> SafetyFactors { get; }
public ElasticMaterial()
{
SafetyFactors = new List<IMaterialSafetyFactor>();
}
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;
var material = elasticMaterialLogic.GetLoaderMaterial(this, limitState, calcTerm);
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 };