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Add test of rebar by density and rebar by inclined rebar

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This commit is contained in:
RedikultsevEvg
2025-08-10 18:24:46 +05:00
parent 3d8ac6f0c4
commit c61069a394
29 changed files with 364 additions and 134 deletions
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104
StructureHelperTests/UnitTests/BeamShearTests/BeamShearStrengthByStirrupDensityTests.cs
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@@ -33,21 +33,107 @@ namespace StructureHelperTests.UnitTests.BeamShearTests
);
}
[Test]
public void GetShearStrength_CalculatesCorrectly()
[TestCase(0.2, 0.48)]
[TestCase(0.5, 1.2)]
[TestCase(1.1, 2.64)]
[TestCase(2.2, 2.64)]
public void GetShearStrength_CalculatesCorrectly_differentStirrupEnd(double stirrupEnd, double expectedStrength)
{
// Arrange
_mockInclinedSection.Setup(s => s.StartCoord).Returns(1.0);
_mockInclinedSection.Setup(s => s.EndCoord).Returns(3.0);
_mockInclinedSection.Setup(s => s.EffectiveDepth).Returns(2.0);
_mockInclinedSection.Setup(s => s.StartCoord).Returns(0);
_mockInclinedSection.Setup(s => s.EndCoord).Returns(100);
_mockInclinedSection.Setup(s => s.EffectiveDepth).Returns(0.55);
_mockStirrupEffectiveness.Setup(s => s.MaxCrackLengthRatio).Returns(0.5);
_mockStirrupEffectiveness.Setup(s => s.StirrupShapeFactor).Returns(1.2);
_mockStirrupEffectiveness.Setup(s => s.StirrupPlacementFactor).Returns(1.1);
_mockStirrupEffectiveness.Setup(s => s.MaxCrackLengthRatio).Returns(2.0);
_mockStirrupEffectiveness.Setup(s => s.StirrupShapeFactor).Returns(0.8);
_mockStirrupEffectiveness.Setup(s => s.StirrupPlacementFactor).Returns(0.75);
_mockStirrupEffectiveness.Setup(s => s.MinimumStirrupRatio).Returns(0.25);
_mockStirrupByDensity.Setup(s => s.StirrupDensity).Returns(4.0);
_mockStirrupByDensity.Setup(s => s.StartCoordinate).Returns(0);
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(stirrupEnd);
double expectedStrength = 1.2 * 1.1 * 1.0 * 4.0; // Min(2.0, 1.0) = 1.0
// Act
double result = _beamShearStrength.GetShearStrength();
// Assert
Assert.That(result, Is.EqualTo(expectedStrength).Within(1e-6));
_mockTraceLogger.Verify(t => t.AddMessage(It.IsAny<string>(), It.IsAny<TraceLogStatuses>()), Times.AtLeastOnce);
}
[TestCase(0.20, 0.48)]
[TestCase(0.55, 1.32)]
[TestCase(1.1, 2.64)]
[TestCase(2.2, 2.64)]
public void GetShearStrength_CalculatesCorrectly_differentInclinedSectionEnd(double inclinedSectionEnd, double expectedStrength)
{
// Arrange
_mockInclinedSection.Setup(s => s.StartCoord).Returns(0);
_mockInclinedSection.Setup(s => s.EndCoord).Returns(inclinedSectionEnd);
_mockInclinedSection.Setup(s => s.EffectiveDepth).Returns(0.55);
_mockStirrupEffectiveness.Setup(s => s.MaxCrackLengthRatio).Returns(2.0);
_mockStirrupEffectiveness.Setup(s => s.StirrupShapeFactor).Returns(0.8);
_mockStirrupEffectiveness.Setup(s => s.StirrupPlacementFactor).Returns(0.75);
_mockStirrupEffectiveness.Setup(s => s.MinimumStirrupRatio).Returns(0.25);
_mockStirrupByDensity.Setup(s => s.StirrupDensity).Returns(4.0);
_mockStirrupByDensity.Setup(s => s.StartCoordinate).Returns(0);
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(100);
// Act
double result = _beamShearStrength.GetShearStrength();
// Assert
Assert.That(result, Is.EqualTo(expectedStrength).Within(1e-6));
_mockTraceLogger.Verify(t => t.AddMessage(It.IsAny<string>(), It.IsAny<TraceLogStatuses>()), Times.AtLeastOnce);
}
[TestCase(0.2, 0.66)]
[TestCase(0.5, 1.65)]
[TestCase(0.8, 2.64)]
public void GetShearStrength_CalculatesCorrectly_differentShapeFactor(double shapeFactor, double expectedStrength)
{
// Arrange
_mockInclinedSection.Setup(s => s.StartCoord).Returns(0);
_mockInclinedSection.Setup(s => s.EndCoord).Returns(1.1);
_mockInclinedSection.Setup(s => s.EffectiveDepth).Returns(0.55);
_mockStirrupEffectiveness.Setup(s => s.MaxCrackLengthRatio).Returns(2.0);
_mockStirrupEffectiveness.Setup(s => s.StirrupShapeFactor).Returns(shapeFactor);
_mockStirrupEffectiveness.Setup(s => s.StirrupPlacementFactor).Returns(0.75);
_mockStirrupEffectiveness.Setup(s => s.MinimumStirrupRatio).Returns(0.25);
_mockStirrupByDensity.Setup(s => s.StirrupDensity).Returns(4.0);
_mockStirrupByDensity.Setup(s => s.StartCoordinate).Returns(0);
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(100);
// Act
double result = _beamShearStrength.GetShearStrength();
// Assert
Assert.That(result, Is.EqualTo(expectedStrength).Within(1e-6));
_mockTraceLogger.Verify(t => t.AddMessage(It.IsAny<string>(), It.IsAny<TraceLogStatuses>()), Times.AtLeastOnce);
}
[TestCase(0.2, 0.704)]
[TestCase(0.5, 1.76)]
[TestCase(0.8, 2.816)]
public void GetShearStrength_CalculatesCorrectly_differentPlacementFactor(double placementFactor, double expectedStrength)
{
// Arrange
_mockInclinedSection.Setup(s => s.StartCoord).Returns(0);
_mockInclinedSection.Setup(s => s.EndCoord).Returns(1.1);
_mockInclinedSection.Setup(s => s.EffectiveDepth).Returns(0.55);
_mockStirrupEffectiveness.Setup(s => s.MaxCrackLengthRatio).Returns(2.0);
_mockStirrupEffectiveness.Setup(s => s.StirrupShapeFactor).Returns(0.8);
_mockStirrupEffectiveness.Setup(s => s.StirrupPlacementFactor).Returns(placementFactor);
_mockStirrupEffectiveness.Setup(s => s.MinimumStirrupRatio).Returns(0.25);
_mockStirrupByDensity.Setup(s => s.StirrupDensity).Returns(4.0);
_mockStirrupByDensity.Setup(s => s.StartCoordinate).Returns(0);
_mockStirrupByDensity.Setup(s => s.EndCoordinate).Returns(100);
// Act
double result = _beamShearStrength.GetShearStrength();

2
StructureHelperTests/UnitTests/BeamShearTests/GetReducedAreaLogicSP63_2018_rev3Tests.cs
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@@ -3,6 +3,7 @@ using Moq;
using NUnit.Framework;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Models.Materials;
using StructureHelperCommon.Models.Shapes;
using StructureHelperLogics.Models.BeamShears;
using StructureHelperLogics.Models.Materials;
using System;
@@ -36,6 +37,7 @@ namespace StructureHelperTests.UnitTests.BeamShearTests
mockSection.Setup(s => s.ConcreteMaterial).Returns(mockConcreteMaterial.Object);
mockSection.Setup(s => s.ReinforcementMaterial).Returns(mockReinforcementMaterial.Object);
mockSection.Setup(s => s.ReinforcementArea).Returns(reinforcementArea);
mockSection.Setup(s => s.Shape).Returns(new RectangleShape(){ Width = 1, Height =2 });
var mockInclSection = new Mock<IInclinedSection>();
mockInclSection.Setup(s => s.WebWidth).Returns(width);