35 lines
2.4 KiB
C#
35 lines
2.4 KiB
C#
using NUnit.Framework;
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using StructureHelperCommon.Infrastructures.Enums;
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using StructureHelperCommon.Infrastructures.Settings;
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using StructureHelperLogics.Models.Materials;
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namespace StructureHelperTests.UnitTests.MaterialTests
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{
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public class MaterialStrengthTest
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{
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[TestCase(HeadmaterialType.Reinforcement400, CodeTypes.SP63_2018, LimitStates.ULS, CalcTerms.ShortTerm, 339130434.78260875d, 339130434.78260875d)]
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[TestCase(HeadmaterialType.Reinforcement400, CodeTypes.SP63_2018, LimitStates.SLS, CalcTerms.ShortTerm, 390000000d, 390000000d)]
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[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_2018, LimitStates.ULS, CalcTerms.ShortTerm, 400000000.0d, 434782608.69565225d)]
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[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_2018, LimitStates.ULS, CalcTerms.LongTerm, 434782608.69565225d, 434782608.69565225d)]
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[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_2018, LimitStates.SLS, CalcTerms.ShortTerm, 5e8d, 5e8d)]
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[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_2018, LimitStates.SLS, CalcTerms.ShortTerm, 5e8d, 5e8d)]
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[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_2018, LimitStates.ULS, CalcTerms.ShortTerm, 22461538.46153846d, 1395297.0017909051d)]
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[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_2018, LimitStates.ULS, CalcTerms.LongTerm, 20215384.615384616d, 1255767.3016118146d)]
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[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_2018, LimitStates.SLS, CalcTerms.ShortTerm, 29200000.0d, 2092945.5026863578d)]
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[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_2018, LimitStates.SLS, CalcTerms.LongTerm, 29200000.0d, 2092945.5026863578d)]
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public void Run_ShouldPass(HeadmaterialType headmaterialType, CodeTypes code, LimitStates limitState, CalcTerms calcTerm, double expectedCompressive, double expectedTensile)
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{
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//Arrange
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ProgramSetting.NatSystem = NatSystems.RU;
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var material = HeadMaterialFactory.GetHeadMaterial(headmaterialType);
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var libMaterial = material.HelperMaterial as ILibMaterial;
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//Act
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var compressive = libMaterial.GetStrength(limitState, calcTerm).Compressive;
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var tensile = libMaterial.GetStrength(limitState, calcTerm).Tensile;
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//Assert
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Assert.AreEqual(expectedCompressive, compressive, 1d);
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Assert.AreEqual(expectedTensile, tensile, 1d);
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}
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}
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}
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