Добавил тест для бетонного прямоугольника

StructureHelperLogics/Models/NdmPrimitives/PointPrimitive.cs

@@ -15,7 +15,7 @@ namespace StructureHelperLogics.Models.NdmPrimitives
         public PointPrimitive(ICenter center, IPoint shape) : base(center, shape) { }
         public override INdmPrimitive GetNdmPrimitive()
         {
-            double strength = 400;
+            double strength = 400e6d;
             string materialName = "s400";
             IPrimitiveMaterial primitiveMaterial = new PrimitiveMaterial() { MaterialType = GetMaterialTypes(), ClassName = materialName, Strength = strength }; ;
             INdmPrimitive ndmPrimitive = new NdmPrimitive() { Center = _center, Shape = _shape, PrimitiveMaterial = primitiveMaterial };

StructureHelperLogics/Models/NdmPrimitives/RectanglePrimitive.cs

@@ -16,16 +16,16 @@ namespace StructureHelperLogics.Models.NdmPrimitives
 
         public override INdmPrimitive GetNdmPrimitive()
         {
-            double strength = 400;
-            string materialName = "s400";
+            double strength = 40e6d;
+            string materialName = "C40/45";
             IPrimitiveMaterial primitiveMaterial = new PrimitiveMaterial() { MaterialType = GetMaterialTypes(), ClassName = materialName, Strength = strength }; ;
-            INdmPrimitive ndmPrimitive = new NdmPrimitive() { Center = _center, Shape = _shape, PrimitiveMaterial = primitiveMaterial };
+            INdmPrimitive ndmPrimitive = new NdmPrimitive() { Center = _center, Shape = _shape, PrimitiveMaterial = primitiveMaterial, NdmMaxSize = 1, NdmMinDivision = 20 };
             return ndmPrimitive;
         }
 
         private MaterialTypes GetMaterialTypes()
         {
-            return MaterialTypes.Reinforcement;
+            return MaterialTypes.Concrete;
         }
     }
 }

StructureHelperTests/FunctionalTests/Ndms/RCSections/RCSectionFromNdmPrimitiveTest.cs

@@ -0,0 +1,85 @@
+using LoaderCalculator;
+using LoaderCalculator.Data.Materials;
+using LoaderCalculator.Data.Matrix;
+using LoaderCalculator.Data.Ndms;
+using LoaderCalculator.Data.SourceData;
+using LoaderCalculator.Tests.Infrastructures.Logics;
+using NUnit.Framework;
+using StructureHelperLogics.Data.Shapes;
+using StructureHelperLogics.NdmCalculations.Entities;
+using StructureHelperLogics.NdmCalculations.Materials;
+using StructureHelperLogics.NdmCalculations.Triangulations;
+using System.Collections.Generic;
+using System.Threading;
+using StructureHelperLogics.Models.NdmPrimitives;
+
+namespace StructureHelperTests.FunctionalTests.Ndms.RCSections
+{
+    //В тесте создается 1 прямоугольник размером 400х600мм (0.4х0.6м).
+    //Материал прямоугольника - бетон, пока задается жестко в модели прямоугольника, надо сделать чтобы редактировалось через материалы
+    //Также создается 4 точки, соответствующие арматуре, материал - арматура, также пока жестко задается в свойствах точки
+    //Входными параметрами являтся 3 параметра усилий - Mx, My, Nz
+    //Выходными параметрами являются 3 параметра перемещений - Kx, Ky, EpsilonZ
+    //
+    public class RCSectionFromNdmPrimitiveTest
+    {
+        //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
+            double width = 0.4;
+            double height = 0.6;
+            //Коллекция для хранения элементарных участков
+            var ndmCollection = new List<INdm>();
+            //Настройки триангуляции, пока опции могут быть только такие
+            ITriangulationOptions options = new TriangulationOptions() { LimiteState = StructureHelperLogics.Infrastructures.CommonEnums.LimitStates.Collapse, CalcTerm = StructureHelperLogics.Infrastructures.CommonEnums.CalcTerms.ShortTerm };
+            var ndmPrimitives = new List<INdmPrimitive>();
+            //Добавляем прямоугольник бетонного сечения
+            var concreteRectangle = new RectanglePrimitive(new Center() { X = 0, Y = 0 }, new Rectangle() { Width = width, Height = height, Angle = 0 });
+            ndmPrimitives.Add(concreteRectangle.GetNdmPrimitive());
+            //Добавляем 4 точки для арматуры
+            // 0.05 - величина защитного слоя (расстояние от грани прямоугольника до центра арматуры
+            //С площадью нижней арматуры
+            var leftBottomReinforcementPoint = new PointPrimitive(new Center() { X = -width / 2 + 0.05d, Y = -height / 2 + 0.05 }, new Point() { Area = bottomArea });
+            ndmPrimitives.Add(leftBottomReinforcementPoint.GetNdmPrimitive());
+            var rightBottomReinforcementPoint = new PointPrimitive(new Center() { X = width / 2 - 0.05d, Y = -height / 2 + 0.05 }, new Point() { Area = bottomArea });
+            ndmPrimitives.Add(rightBottomReinforcementPoint.GetNdmPrimitive());
+            //С площадью верхней арматуры
+            var leftTopReinforcementPoint = new PointPrimitive(new Center() { X = -width / 2 + 0.05d, Y = height / 2 - 0.05 }, new Point() { Area = topArea });
+            ndmPrimitives.Add(leftTopReinforcementPoint.GetNdmPrimitive());
+            var rightTopReinforcementPoint = new PointPrimitive(new Center() { X = width / 2 - 0.05d, Y = height / 2 - 0.05 }, new Point() { Area = topArea });
+            ndmPrimitives.Add(rightTopReinforcementPoint.GetNdmPrimitive());
+            //Формируем коллекцию элементарных участков для расчета в библитеке (т.е. выполняем триангуляцию)
+            ndmCollection.AddRange(Triangulation.GetNdms(ndmPrimitives, 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);
+            //Основной результат расчета - матрица (матрица-столбец) деформаций, состоящая из трех членов
+            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));
+        }
+    }
+}

StructureHelperTests/FunctionalTests/Ndms/RCSections/RCSectionTest.cs

@@ -64,7 +64,7 @@ namespace StructureHelperTests.FunctionalTests.Ndms.RCSections
             ICenter center = new Center() { X = 0, Y = 0 };
             IRectangle rectangle = new Rectangle() { Width = width, Height = height, Angle = 0 };
             IPrimitiveMaterial material = new PrimitiveMaterial() { MaterialType = MaterialTypes.Concrete, ClassName = "С40", Strength = strength };
-            ITriangulationOptions options = new TriangulationOptions() { LimiteState = StructureHelperLogics.Infrastructures.CommonEnums.LimitStates.Collapse, CalcTerm = StructureHelperLogics.Infrastructures.CommonEnums.CalcTerms.ShortTerm };
+            //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 = 20 };
             List<INdmPrimitive> primitives = new List<INdmPrimitive> {primitive};
             return primitives;
@@ -77,7 +77,7 @@ namespace StructureHelperTests.FunctionalTests.Ndms.RCSections
             IShape topReinforcement = new Point() { Area = topArea };
             IShape bottomReinforcement = new Point() { Area = bottomArea };
             IPrimitiveMaterial primitiveMaterial = 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 };
+            //ITriangulationOptions options = new TriangulationOptions() { LimiteState = StructureHelperLogics.Infrastructures.CommonEnums.LimitStates.Collapse, CalcTerm = StructureHelperLogics.Infrastructures.CommonEnums.CalcTerms.ShortTerm };
             ICenter centerRT = new Center() { X = width / 2 - gap, Y = height / 2 - gap };
             ICenter centerLT = new Center() { X = - (width / 2 - gap), Y = height / 2 - gap };
             ICenter centerRB = new Center() { X = width / 2 - gap, Y = - (height / 2 - gap) };

StructureHelperTests/StructureHelperTests.csproj

@@ -39,6 +39,7 @@
     <WarningLevel>4</WarningLevel>
   </PropertyGroup>
   <ItemGroup>
+    <Compile Include="FunctionalTests\Ndms\RCSections\RCSectionFromNdmPrimitiveTest.cs" />
     <Compile Include="FunctionalTests\Ndms\RCSections\RCSectionTest.cs" />
     <Compile Include="FunctionalTests\Ndms\SteelSections\ReinforcementTest.cs" />
     <Compile Include="Infrastructures\Logics\ExpectedProcessor.cs" />