avpon/StructureHelper
1
0
Fork 0
Code Issues Pull Requests Actions Packages Projects Releases Wiki Activity

Change shear calculator add crack export to excel

Browse Source
This commit is contained in:
Evgeny Redikultsev
2025-06-21 21:34:20 +05:00
parent 4fbb3f3658
commit 1ebe1bbcd1
47 changed files with 980 additions and 378 deletions
Download Patch File Download Diff File Expand all files Collapse all files

56
StructureHelperTests/UnitTests/BeamShearTests/GetReducedAreaLogicSP63_2018_rev3Tests.cs Normal file
View File

@@ -0,0 +1,56 @@
using LoaderCalculator.Data.Materials;
using Moq;
using NUnit.Framework;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Models.Materials;
using StructureHelperLogics.Models.BeamShears;
using StructureHelperLogics.Models.Materials;
using System;
namespace StructureHelperTests.UnitTests.BeamShearTests
{
[TestFixture]
public class GetReducedAreaLogicSP63_2018_rev3Tests
{
[TestCase(-500, 0.3, 0.5, 0.001, 0.16999999999999998d)]
[TestCase(-500, 0.3, 0.5, 0.002, 0.19d)]
[TestCase(1000, 0.3, 0.5, 0.001, 0.16666666666666666d)]
[TestCase(1000, 0.3, 0.5, 0.002, 0.18333333333333335d)]
public void GetArea_ReturnsCorrectResult(double force, double width, double depth, double reinforcementArea, double expectedArea)
{
// Arrange
var mockConcreteMaterial = new Mock<IConcreteLibMaterial>();
mockConcreteMaterial.Setup(m => m.GetLoaderMaterial(It.IsAny<LimitStates>(), It.IsAny<CalcTerms>()))
.Returns(new Material { InitModulus = 3e10 });
mockConcreteMaterial.Setup(m => m.GetStrength(It.IsAny<LimitStates>(), It.IsAny<CalcTerms>()))
.Returns((20e6, 1.2e6));
var mockReinforcementMaterial = new Mock<IReinforcementLibMaterial>();
mockReinforcementMaterial.Setup(m => m.GetLoaderMaterial(It.IsAny<LimitStates>(), It.IsAny<CalcTerms>()))
.Returns(new Material { InitModulus = 2e11 });
mockReinforcementMaterial.Setup(m => m.GetStrength(It.IsAny<LimitStates>(), It.IsAny<CalcTerms>()))
.Returns((200e6, 200e6));
var mockSection = new Mock<IBeamShearSection>();
mockSection.Setup(s => s.ConcreteMaterial).Returns(mockConcreteMaterial.Object);
mockSection.Setup(s => s.ReinforcementMaterial).Returns(mockReinforcementMaterial.Object);
mockSection.Setup(s => s.ReinforcementArea).Returns(reinforcementArea);
var mockInclSection = new Mock<IInclinedSection>();
mockInclSection.Setup(s => s.WebWidth).Returns(width);
mockInclSection.Setup(s => s.FullDepth).Returns(depth);
mockInclSection.Setup(s => s.BeamShearSection).Returns(mockSection.Object);
mockInclSection.Setup(s => s.LimitState).Returns(LimitStates.ULS);
mockInclSection.Setup(s => s.CalcTerm).Returns(CalcTerms.ShortTerm);
var logic = new GetReducedAreaLogicSP63_2018_rev3(force, mockInclSection.Object, null);
// Act
var result = logic.GetArea();
// Assert
Assert.That(result, Is.EqualTo(expectedArea).Within(1e-6));
}
}
}