Files
StructureHelper/StructureHelperTests/FunctionalTests/Ndms/RCSections/RCSectionTest.cs
2023-06-18 12:22:29 +05:00

99 lines
5.3 KiB
C#

using LoaderCalculator;
using LoaderCalculator.Data.Matrix;
using LoaderCalculator.Data.Ndms;
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.NdmCalculations.Primitives;
using StructureHelperLogics.Models.Materials;
using StructureHelperLogics.Models.Primitives;
using StructureHelperCommon.Infrastructures.Settings;
namespace StructureHelperTests.FunctionalTests.Ndms.RCSections
{
public class RCSectionTest
{
//Theoretical limit momemt Mx = 43kN*m
[TestCase(0.000113, 0.000494, 10e3, 0d, 0d, 0.00084665917358052976d, 0.0d, 0.00020754144937701132d)]
[TestCase(0.000113, 0.000494, 40e3, 0d, 0d, 0.0033939850380287412d, 0d, 0.00082989880025069202d)]
[TestCase(0.000113, 0.000494, 42e3, 0d, 0d, 0.0056613831873867241d, 0d, 0.0014291081844183839d)]
//Theoretical limit momemt Mx = -187kN*m
[TestCase(0.000113, 0.000494, -50e3, 0d, 0d, -0.0011229555729294297d, 0d, 0.00021353225742956321d)]
[TestCase(0.000113, 0.000494, -180e3, 0d, 0d, -0.0098365950945499738d, 0d, 0.0022035516889170013d)]
[TestCase(0.000113, 0.000494, -183e3, 0d, 0d, -0.021718635290382458d, 0d, 0.0053526701372818789d)]
public void Run_ShouldPass(double topArea, double bottomArea, double mx, double my, double nz, double expectedKx, double expectedKy, double expectedEpsilonZ)
{
//Arrange
ProgramSetting.NatSystem = NatSystems.EU;
double width = 0.4;
double height = 0.6;
var ndmCollection = new List<INdm>();
ITriangulationOptions options = new TriangulationOptions { LimiteState = LimitStates.ULS, CalcTerm = CalcTerms.ShortTerm };
var primitives = new List<INdmPrimitive>();
primitives.AddRange(GetConcreteNdms(width, height));
primitives.AddRange(GetReinforcementNdms(width, height, topArea, bottomArea));
ndmCollection.AddRange(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));
}
private IEnumerable<INdmPrimitive> GetConcreteNdms(double width, double height)
{
var material = HeadMaterialFactory.GetHeadMaterial(HeadmaterialType.Concrete40);
var primitive = new RectanglePrimitive(material) {CenterX = 0, CenterY = 0, Width = width, Height = height, NdmMaxSize = 1, NdmMinDivision = 20 };
List<INdmPrimitive> primitives = new List<INdmPrimitive> {primitive};
return primitives;
}
private IEnumerable<INdmPrimitive> GetReinforcementNdms(double width, double height, double topArea, double bottomArea)
{
double gap = 0.05d;
var material = HeadMaterialFactory.GetHeadMaterial(HeadmaterialType.Reinforcement400);
IPoint2D centerRT = new Point2D { X = width / 2 - gap, Y = height / 2 - gap };
IPoint2D centerLT = new Point2D { X = - (width / 2 - gap), Y = height / 2 - gap };
IPoint2D centerRB = new Point2D { X = width / 2 - gap, Y = - (height / 2 - gap) };
IPoint2D centerLB = new Point2D { X = -(width / 2 - gap), Y = - (height / 2 - gap) };
List<INdmPrimitive> primitives = new List<INdmPrimitive>();
INdmPrimitive primitive;
//Right top bar
primitive = new PointPrimitive(material) { Area = topArea, CenterX = centerRT.X, CenterY = centerRT.Y };
primitives.Add(primitive);
//Left top bar
primitive = new PointPrimitive(material) { Area = topArea, CenterX = centerLT.X, CenterY = centerLT.Y };
primitives.Add(primitive);
//Right bottom bar
primitive = new PointPrimitive(material) { Area = bottomArea, CenterX = centerRB.X, CenterY = centerRB.Y };
primitives.Add(primitive);
//Left bottom bar
primitive = new PointPrimitive(material) { Area = bottomArea, CenterX = centerLB.X, CenterY = centerLB.Y };
primitives.Add(primitive);
return primitives;
}
}
}