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Change inclined section viewer

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This commit is contained in:
RedikultsevEvg
2025-08-22 19:56:29 +05:00
parent a05138fa8a
commit b38c19f7bb
26 changed files with 363 additions and 136 deletions
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10
StructureHelperTests/UnitTests/BeamShearTests/BeamShearStrengthByStirrupDensityTests.cs
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@@ -54,7 +54,7 @@ namespace StructureHelperTests.UnitTests.BeamShearTests
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(stirrupEnd);
// Act
double result = _beamShearStrength.GetShearStrength();
double result = _beamShearStrength.CalculateShearStrength();
// Assert
Assert.That(result, Is.EqualTo(expectedStrength).Within(1e-6));
@@ -82,7 +82,7 @@ namespace StructureHelperTests.UnitTests.BeamShearTests
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(100);
// Act
double result = _beamShearStrength.GetShearStrength();
double result = _beamShearStrength.CalculateShearStrength();
// Assert
Assert.That(result, Is.EqualTo(expectedStrength).Within(1e-6));
@@ -109,7 +109,7 @@ namespace StructureHelperTests.UnitTests.BeamShearTests
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(100);
// Act
double result = _beamShearStrength.GetShearStrength();
double result = _beamShearStrength.CalculateShearStrength();
// Assert
Assert.That(result, Is.EqualTo(expectedStrength).Within(1e-6));
@@ -136,7 +136,7 @@ namespace StructureHelperTests.UnitTests.BeamShearTests
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(100);
// Act
double result = _beamShearStrength.GetShearStrength();
double result = _beamShearStrength.CalculateShearStrength();
// Assert
Assert.That(result, Is.EqualTo(expectedStrength).Within(1e-6));
@@ -155,7 +155,7 @@ namespace StructureHelperTests.UnitTests.BeamShearTests
);
// Act & Assert
Assert.Throws<StructureHelperException>(() => invalidInstance.GetShearStrength());
Assert.Throws<StructureHelperException>(() => invalidInstance.CalculateShearStrength());
}
}

134
StructureHelperTests/UnitTests/BeamShearTests/ConcreteShearStrengthLogicTests.cs Normal file
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@@ -0,0 +1,134 @@
using Moq;
using NUnit.Framework;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Models;
using StructureHelperLogics.Models.BeamShears;
namespace StructureHelperTests.UnitTests.BeamShearTests
{
[TestFixture]
public class ConcreteShearStrengthLogicTests
{
private Mock<ISectionEffectiveness> sectionEffectivenessMock;
private Mock<IInclinedSection> inclinedSectionMock;
[SetUp]
public void SetUp()
{
sectionEffectivenessMock = new Mock<ISectionEffectiveness>();
inclinedSectionMock = new Mock<IInclinedSection>();
}
[Test]
public void CalculateShearStrength_NormalCase_ReturnsExpectedValue()
{
// Arrange
sectionEffectivenessMock.SetupGet(s => s.BaseShapeFactor).Returns(0.9);
sectionEffectivenessMock.SetupGet(s => s.ShapeFactor).Returns(1.1);
sectionEffectivenessMock.SetupGet(s => s.MaxCrackLengthRatio).Returns(2.0);
sectionEffectivenessMock.SetupGet(s => s.MinCrackLengthRatio).Returns(0.1);
inclinedSectionMock.SetupGet(s => s.ConcreteTensionStrength).Returns(2.5);
inclinedSectionMock.SetupGet(s => s.WebWidth).Returns(0.3);
inclinedSectionMock.SetupGet(s => s.EffectiveDepth).Returns(0.5);
inclinedSectionMock.SetupGet(s => s.StartCoord).Returns(0.0);
inclinedSectionMock.SetupGet(s => s.EndCoord).Returns(0.8); // crack length = 0.8m
var logic = new ConcreteShearStrengthLogic(
sectionEffectivenessMock.Object,
inclinedSectionMock.Object,
null
);
// Expected shear strength
double concreteMoment = 0.9 * 1.1 * 2.5 * 0.3 * 0.5 * 0.5;
double expectedShear = concreteMoment / 0.8;
// Act
double actual = logic.CalculateShearStrength();
// Assert
Assert.That(actual, Is.EqualTo(expectedShear).Within(1e-9));
}
[Test]
public void CalculateShearStrength_CrackLengthAboveMax_IsCapped()
{
// Arrange
sectionEffectivenessMock.SetupGet(s => s.BaseShapeFactor).Returns(1.0);
sectionEffectivenessMock.SetupGet(s => s.ShapeFactor).Returns(1.0);
sectionEffectivenessMock.SetupGet(s => s.MaxCrackLengthRatio).Returns(1.0); // max length = 0.5m
sectionEffectivenessMock.SetupGet(s => s.MinCrackLengthRatio).Returns(0.1);
inclinedSectionMock.SetupGet(s => s.ConcreteTensionStrength).Returns(1.0);
inclinedSectionMock.SetupGet(s => s.WebWidth).Returns(1.0);
inclinedSectionMock.SetupGet(s => s.EffectiveDepth).Returns(0.5);
inclinedSectionMock.SetupGet(s => s.StartCoord).Returns(0.0);
inclinedSectionMock.SetupGet(s => s.EndCoord).Returns(2.0); // crack length = 2.0m > max
var logic = new ConcreteShearStrengthLogic(
sectionEffectivenessMock.Object,
inclinedSectionMock.Object,
null
);
// Expected crack length should be capped to 0.5m
double expectedShear = (1.0 * 1.0 * 1.0 * 1.0 * 0.5 * 0.5) / 0.5;
// Act
double actual = logic.CalculateShearStrength();
// Assert
Assert.That(actual, Is.EqualTo(expectedShear).Within(1e-9));
}
[Test]
public void CalculateShearStrength_CrackLengthBelowMin_IsRaised()
{
// Arrange
sectionEffectivenessMock.SetupGet(s => s.BaseShapeFactor).Returns(1.0);
sectionEffectivenessMock.SetupGet(s => s.ShapeFactor).Returns(1.0);
sectionEffectivenessMock.SetupGet(s => s.MaxCrackLengthRatio).Returns(2.0);
sectionEffectivenessMock.SetupGet(s => s.MinCrackLengthRatio).Returns(0.5); // min length = 0.25m
inclinedSectionMock.SetupGet(s => s.ConcreteTensionStrength).Returns(1.0);
inclinedSectionMock.SetupGet(s => s.WebWidth).Returns(1.0);
inclinedSectionMock.SetupGet(s => s.EffectiveDepth).Returns(0.5);
inclinedSectionMock.SetupGet(s => s.StartCoord).Returns(0.0);
inclinedSectionMock.SetupGet(s => s.EndCoord).Returns(0.1); // crack length = 0.1m < min
var logic = new ConcreteShearStrengthLogic(
sectionEffectivenessMock.Object,
inclinedSectionMock.Object,
null
);
// Expected crack length should be raised to 0.25m
double expectedShear = (1.0 * 1.0 * 1.0 * 1.0 * 0.5 * 0.5) / 0.25;
// Act
double actual = logic.CalculateShearStrength();
// Assert
Assert.That(actual, Is.EqualTo(expectedShear).Within(1e-9));
}
[Test]
public void CalculateShearStrength_InvalidEffectiveDepth_Throws()
{
// Arrange
inclinedSectionMock.SetupGet(s => s.EffectiveDepth).Returns(0.0);
var logic = new ConcreteShearStrengthLogic(
sectionEffectivenessMock.Object,
inclinedSectionMock.Object
);
// Act & Assert
Assert.Throws<StructureHelperException>(() => logic.CalculateShearStrength());
}
}
}