Files
StructureHelper/StructureHelperTests/FunctionalTests/Ndms/SteelSections/ReinforcementTest.cs
2022-11-19 21:12:55 +05:00

56 lines
3.0 KiB
C#

using LoaderCalculator;
using LoaderCalculator.Data.Matrix;
using LoaderCalculator.Data.SourceData;
using LoaderCalculator.Tests.Infrastructures.Logics;
using NUnit.Framework;
using StructureHelperLogics.NdmCalculations.Triangulations;
using System.Collections.Generic;
using System.Threading;
using StructureHelperCommon.Models.Shapes;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperLogics.Models.Materials;
namespace StructureHelperTests.FunctionalTests.Ndms.SteelSections
{
public class ReinforcementTest
{
[TestCase(0.3, 0.6, 4e8, 0, 0, 1800000, 0d, 0d, 5e-5d)]
[TestCase(0.3, 0.6, 4e8, 0, 0, -1800000, 0d, 0d, -5e-5d)]
[TestCase(0.3, 0.6, 4e8, 7000000, 0, 0, 0.0065882684745345067d, 0d, 0d)]
[TestCase(0.3, 0.6, 6e8, 10000000, 0, 0, 0.010485801788961743d, 0d, -0.00011114996218404612d)]
public void Run_ShouldPass(double width, double height, double strength, double mx, double my, double nz, double expectedKx, double expectedKy, double expectedEpsilonZ)
{
//Arrange
ICenter center = new Center { X = 0, Y = 0 };
IRectangleShape rectangle = new RectangleShape { Width = width, Height = height, Angle = 0 };
IPrimitiveMaterial material = new PrimitiveMaterial { MaterialType = MaterialTypes.Reinforcement, ClassName = "S400", Strength = strength };
ITriangulationOptions options = new TriangulationOptions { LimiteState = StructureHelperLogics.Infrastructures.CommonEnums.LimitStates.Collapse, CalcTerm = StructureHelperLogics.Infrastructures.CommonEnums.CalcTerms.ShortTerm };
INdmPrimitive primitive = new NdmPrimitive { Center = center, Shape = rectangle, PrimitiveMaterial = material, NdmMaxSize = 1, NdmMinDivision = 100 };
List<INdmPrimitive> primitives = new List<INdmPrimitive>();
primitives.Add(primitive);
var ndmCollection = Triangulation.GetNdms(primitives, options);
var loaderData = new LoaderOptions
{
Preconditions = new Preconditions
{
ConditionRate = 0.01,
MaxIterationCount = 100,
StartForceMatrix = new ForceMatrix { Mx = mx, My = my, Nz = nz }
},
NdmCollection = ndmCollection
};
var calculator = new Calculator();
//Act
calculator.Run(loaderData, new CancellationToken());
var results = calculator.Result;
//Assert
Assert.NotNull(results);
var strainMatrix = results.StrainMatrix;
Assert.NotNull(strainMatrix);
Assert.AreEqual(expectedKx, strainMatrix.Kx, ExpectedProcessor.GetAccuracyForExpectedValue(expectedKx));
Assert.AreEqual(expectedKy, strainMatrix.Ky, ExpectedProcessor.GetAccuracyForExpectedValue(expectedKy));
Assert.AreEqual(expectedEpsilonZ, strainMatrix.EpsZ, ExpectedProcessor.GetAccuracyForExpectedValue(expectedEpsilonZ));
}
}
}