Add steel Material
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using StructureHelperCommon.Infrastructures.Exceptions;
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using StructureHelperCommon.Models.Forces.Logics;
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using System;
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using System.Collections.Generic;
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using System.Text;
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namespace StructureHelperCommon.Models.Materials.Libraries
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{
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public enum SteelDiagramPropertyType
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{
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S245 = 0, //S245, S255
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S345 = 1, //S345, S345K, S355, S355-1, S355-P
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S390 = 2, //S390, S390-1
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S440 = 3, //S440
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S550 = 4, //S550, S590
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}
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public static class SteelDiagramPropertyFactory
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{
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public static ISteelDiagramRelativeProperty GetProperty(SteelDiagramPropertyType type)
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{
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if (type == SteelDiagramPropertyType.S245)
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{
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SteelDiagramRelativeProperty property = new()
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{
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StrainOfProportionality = 0.8,
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StrainOfStartOfYielding = 1.7,
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StrainOfEndOfYielding = 14.0,
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StrainOfUltimateStrength = 141.6,
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StrainOfFracture = 251,
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StressOfUltimateStrength = 1.653,
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StressOfFracture = 1.35
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};
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return property;
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}
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else if (type == SteelDiagramPropertyType.S345)
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{
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SteelDiagramRelativeProperty property = new()
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{
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StrainOfProportionality = 0.8,
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StrainOfStartOfYielding = 1.7,
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StrainOfEndOfYielding = 16.0,
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StrainOfUltimateStrength = 88.3,
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StrainOfFracture = 153,
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StressOfUltimateStrength = 1.415,
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StressOfFracture = 1.26
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};
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return property;
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}
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else if (type == SteelDiagramPropertyType.S390)
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{
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SteelDiagramRelativeProperty property = new()
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{
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StrainOfProportionality = 0.9,
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StrainOfStartOfYielding = 1.7,
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StrainOfEndOfYielding = 17.0,
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StrainOfUltimateStrength = 67.1,
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StrainOfFracture = 115,
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StressOfUltimateStrength = 1.345,
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StressOfFracture = 1.23
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};
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return property;
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}
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else if (type == SteelDiagramPropertyType.S440)
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{
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SteelDiagramRelativeProperty property = new()
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{
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StrainOfProportionality = 0.9,
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StrainOfStartOfYielding = 1.7,
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StrainOfEndOfYielding = 17.0,
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StrainOfUltimateStrength = 49.6,
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StrainOfFracture = 87.2,
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StressOfUltimateStrength = 1.33,
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StressOfFracture = 1.20
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};
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return property;
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}
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else if (type == SteelDiagramPropertyType.S550)
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{
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SteelDiagramRelativeProperty property = new()
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{
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StrainOfProportionality = 0.9,
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StrainOfStartOfYielding = 1.7,
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StrainOfEndOfYielding = 18.0,
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StrainOfUltimateStrength = 26.2,
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StrainOfFracture = 51.1,
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StressOfUltimateStrength = 1.16,
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StressOfFracture = 1.10
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};
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return property;
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}
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else
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{
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throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(type));
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}
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}
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}
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}
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