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Anchoring isofields has been added

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This commit is contained in:
Evgeny Redikultsev
2023-03-25 19:38:40 +05:00
parent a88fa40f29
commit 3d22c3440e
23 changed files with 599 additions and 112 deletions
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34
StructureHelperTests/FunctionalTests/Ndms/Calculators/AnchorageCalculatorTest/AnchorageCalculatorTest.cs Normal file
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@@ -0,0 +1,34 @@
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
using NUnit.Framework;
using StructureHelperLogics.NdmCalculations.Analyses.RC;
namespace StructureHelperTests.FunctionalTests.Ndms.Calculators.AnchorageCalculatorTest
{
public class AnchorageCalculatorTest
{
[TestCase(0.012d, 0d, 0.416d)]
[TestCase(0.025d, 0d, 0.867d)]
[TestCase(0.032d, 0d, 1.110d)]
[TestCase(0.036d, 0d, 1.388d)]
public void Run_ShouldPass(double diameter, double stress, double expectedBaseDevLength)
{
//Arrange
var inputData = new AnchorageInputData();
inputData.ConcreteStrength = 1e6; //Pa
inputData.ReinforcementStrength = 347e6; //Pa
inputData.FactorEta1 = 2.5d;
inputData.CrossSectionArea = Math.PI * diameter * diameter / 4d;
inputData.CrossSectionPerimeter = Math.PI * diameter;
inputData.ReinforcementStress = stress;
var calculator = new AnchorageCalculator(inputData);
//Act
var baseLength = calculator.GetBaseDevLength();
//Assert
Assert.AreEqual(expectedBaseDevLength, baseLength, 0.001d);
}
}
}

34
StructureHelperTests/FunctionalTests/Ndms/Calculators/ForceCalculatorTests/RCSectionsTest.cs
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@@ -1,9 +1,11 @@
using LoaderCalculator.Tests.Infrastructures.Logics;
using Moq;
using NUnit.Framework;
using StructureHelperCommon.Services.Forces;
using StructureHelperLogics.Models.Templates.CrossSections.RCs;
using StructureHelperLogics.Models.Templates.RCs;
using StructureHelperLogics.NdmCalculations.Analyses.ByForces;
using StructureHelperLogics.NdmCalculations.Primitives;
namespace StructureHelperTests.FunctionalTests.Ndms.Calculators.ForceCalculatorTests
{
@@ -55,5 +57,37 @@ namespace StructureHelperTests.FunctionalTests.Ndms.Calculators.ForceCalculatorT
Assert.True(calcResult == result.IsValid);
Assert.True(firstForceResult == result.ForcesResultList[0].IsValid);
}
[TestCase(0.4d, 0.6d, 0.012d, 0.025d, 2, 2, 0d, 0d, 0d)]
public void Run_ShouldPassPrestrain(double width, double height, double topDiametr, double bottomDiametr, int widthCount, int heightCount, double expectedKx, double expectedKy, double expectedEpsZ)
{
//Arrange
var template = new RectangleBeamTemplate(width, height) { TopDiameter = topDiametr, BottomDiameter = bottomDiametr, WidthCount = widthCount, HeightCount = heightCount };
var newSection = new SectionTemplate(new RectGeometryLogic(template)).GetCrossSection();
var calculator = newSection.SectionRepository.CalculatorsList[0] as IForceCalculator;
calculator.CompressedMember.Buckling = false;
calculator.Run();
var ndmPrimitives = newSection.SectionRepository.Primitives;
var result = calculator.Result as IForcesResults;
var strainMatrix = result.ForcesResultList[0].LoaderResults.StrainMatrix;
var source = StrainTupleService.ConvertToStrainTuple(strainMatrix);
//Act
foreach (var item in ndmPrimitives)
{
StrainTupleService.CopyProperties(source, item.AutoPrestrain);
}
calculator.Run();
var result2 = calculator.Result as IForcesResults;
//Assert
Assert.IsNotNull(result2);
Assert.IsTrue(result2.IsValid);
var strainMatrix2 = result2.ForcesResultList[0].LoaderResults.StrainMatrix;
var kx = strainMatrix2.Kx;
var ky = strainMatrix2.Ky;
var epsz = strainMatrix2.EpsZ;
Assert.AreEqual(expectedKx, kx, 1e-10);
Assert.AreEqual(expectedKy, ky, 1e-10);
Assert.AreEqual(expectedEpsZ, epsz, 1e-10);
}
}
}

4
StructureHelperTests/StructureHelperTests.csproj
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@@ -29,4 +29,8 @@
</Reference>
</ItemGroup>
<ItemGroup>
<Folder Include="FunctionalTests\RCs\Anchorage\" />
</ItemGroup>
</Project>

37
StructureHelperTests/UnitTests/MaterialTests/MaterialStrengthTest.cs Normal file
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using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
using NUnit.Framework;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperLogics.Models.Materials;
namespace StructureHelperTests.UnitTests.MaterialTests
{
public class MaterialStrengthTest
{
[TestCase(HeadmaterialType.Reinforecement400, CodeTypes.SP63_13330_2018, LimitStates.ULS, CalcTerms.ShortTerm, 347826086.95652175d, 347826086.95652175d)]
[TestCase(HeadmaterialType.Reinforecement400, CodeTypes.SP63_13330_2018, LimitStates.SLS, CalcTerms.ShortTerm, 400000000d, 400000000d)]
[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_13330_2018, LimitStates.ULS, CalcTerms.ShortTerm, 400000000.0d, 434782608.69565225d)]
[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_13330_2018, LimitStates.ULS, CalcTerms.LongTerm, 434782608.69565225d, 434782608.69565225d)]
[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_13330_2018, LimitStates.SLS, CalcTerms.ShortTerm, 5e8d, 5e8d)]
[TestCase(HeadmaterialType.Reinforecement500, CodeTypes.SP63_13330_2018, LimitStates.SLS, CalcTerms.ShortTerm, 5e8d, 5e8d)]
[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_13330_2018, LimitStates.ULS, CalcTerms.ShortTerm, 22461538.46153846d, 1395297.0017909051d)]
[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_13330_2018, LimitStates.ULS, CalcTerms.LongTerm, 20215384.615384616d, 1255767.3016118146d)]
[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_13330_2018, LimitStates.SLS, CalcTerms.ShortTerm, 29200000.0d, 2092945.5026863578d)]
[TestCase(HeadmaterialType.Concrete40, CodeTypes.SP63_13330_2018, LimitStates.SLS, CalcTerms.LongTerm, 29200000.0d, 2092945.5026863578d)]
public void Run_ShouldPass(HeadmaterialType headmaterialType, CodeTypes code, LimitStates limitState, CalcTerms calcTerm, double expectedCompressive, double expectedTensile)
{
//Arrange
var material = HeadMaterialFactory.GetHeadMaterial(headmaterialType, code);
var libMaterial = material.HelperMaterial as ILibMaterial;
//Act
var compressive = libMaterial.GetStrength(limitState, calcTerm).Compressive;
var tensile = libMaterial.GetStrength(limitState, calcTerm).Tensile;
//Assert
Assert.AreEqual(expectedCompressive, compressive, 1d);
Assert.AreEqual(expectedTensile, tensile, 1d);
}
}
}