45 lines
1.7 KiB
C#
45 lines
1.7 KiB
C#
using LoaderCalculator.Data.Materials;
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using StructureHelperCommon.Infrastructures.Enums;
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using StructureHelperCommon.Models.Materials.Libraries;
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Reflection;
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using System.Text;
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using System.Threading.Tasks;
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namespace StructureHelperLogics.Models.Materials
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{
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internal class ElasticMaterialLogic : IElasticMaterialLogic
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{
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private List<double> parameters;
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public IMaterial GetLoaderMaterial(IElasticMaterial elasticMaterial, LimitStates limitState, CalcTerms calcTerm, double factor = 1d)
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{
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IMaterial material = new Material();
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material.InitModulus = elasticMaterial.Modulus;
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IMaterialFactorLogic factorLogic = new MaterialFactorLogic(elasticMaterial.SafetyFactors);
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var factors = factorLogic.GetTotalFactor(limitState, calcTerm);
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parameters = new List<double>()
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{
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elasticMaterial.Modulus,
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elasticMaterial.CompressiveStrength * factors.Compressive * factor,
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elasticMaterial.TensileStrength * factors.Tensile * factor
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};
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material.DiagramParameters = parameters;
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material.Diagram = GetStressByStrain;
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return material;
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}
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private double GetStressByStrain(IEnumerable<double> parameters1, double strain)
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{
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double modulus = parameters.First();
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double stress = modulus * strain;
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double compressiveStrength = (-1d) * parameters.ElementAt(1);
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double tensileStrength = parameters.ElementAt(2);
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if (stress > tensileStrength || stress < compressiveStrength) { return 0d; }
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else { return stress; }
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}
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}
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}
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