Anchoring isofields has been added

2023-03-25 19:38:40 +05:00
parent a88fa40f29
commit 3d22c3440e
23 changed files with 599 additions and 112 deletions
--- a/StructureHelperLogics/NdmCalculations/Analyses/RC/InputDataFactory.cs
+++ b/StructureHelperLogics/NdmCalculations/Analyses/RC/InputDataFactory.cs
@@ -0,0 +1,74 @@
+using LoaderCalculator.Data.Matrix;
+using LoaderCalculator.Logics;
+using StructureHelperCommon.Infrastructures.Enums;
+using StructureHelperCommon.Infrastructures.Exceptions;
+using StructureHelperCommon.Infrastructures.Strings;
+using StructureHelperLogics.Models.Materials;
+using StructureHelperLogics.NdmCalculations.Primitives;
+using System;
+using System.Collections.Generic;
+using System.Linq;
+using System.Text;
+using System.Threading.Tasks;
+
+namespace StructureHelperLogics.NdmCalculations.Analyses.RC
+{
+    public static class InputDataFactory
+    {
+        private static IStressLogic stressLogic => new StressLogic();
+        public static IAnchorageInputData GetInputData(ReinforcementPrimitive ndmPrimitive, IStrainMatrix strainMatrix, LimitStates limitState, CalcTerms calcTerm, double lappedCountRate)
+        {
+            var inputData = new AnchorageInputData();
+            inputData.ConcreteStrength = GetConcreteStrength(limitState, calcTerm, ndmPrimitive);
+            inputData.ReinforcementStrength = GetReinforcementStrength(limitState, calcTerm, ndmPrimitive);
+            inputData.FactorEta1 = 2.5d;
+            inputData.CrossSectionArea = ndmPrimitive.Area;
+            var diameter = Math.Sqrt(ndmPrimitive.Area / Math.PI) * 2d;
+            inputData.CrossSectionPerimeter = Math.PI * diameter;
+            if (ndmPrimitive.HeadMaterial is null)
+            {
+                throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": main material is incorrect or null");
+            }
+            var material = ndmPrimitive.HeadMaterial.GetLoaderMaterial(limitState, calcTerm);
+            var ndm = ndmPrimitive.GetNdms(material).Single();
+            if (strainMatrix is not null)
+            {
+                inputData.ReinforcementStress = stressLogic.GetStress(strainMatrix, ndm);
+            }
+            else
+            {
+                inputData.ReinforcementStress = inputData.ReinforcementStrength;
+            }
+            inputData.IsPrestressed = ndm.Prestrain > 0.0005d ? true : false; 
+            inputData.LappedCountRate = lappedCountRate;
+            return inputData;
+        }
+
+        private static double GetConcreteStrength(LimitStates limitState, CalcTerms calcTerm, ReinforcementPrimitive primitive)
+        {
+            if (primitive.HostPrimitive is not null)
+            {
+                var host = primitive.HostPrimitive;
+                var hostMaterial = host.HeadMaterial.HelperMaterial;
+                if (hostMaterial is IConcreteLibMaterial)
+                {
+                    var concreteMaterial = hostMaterial as IConcreteLibMaterial;
+                    var concreteStrength = concreteMaterial.GetStrength(limitState, calcTerm).Tensile;
+                    return concreteStrength;
+                }
+            }
+            throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": host material is incorrect or null");
+        }
+
+        private static double GetReinforcementStrength(LimitStates limitState, CalcTerms calcTerm, ReinforcementPrimitive primitive)
+        {
+            if (primitive.HeadMaterial.HelperMaterial is IReinforcementLibMaterial)
+            {
+                var material = primitive.HeadMaterial.HelperMaterial as IReinforcementLibMaterial;
+                var strength = material.GetStrength(limitState, calcTerm).Tensile;
+                return strength;
+            }
+            throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": host's material is incorrect or null");
+        }
+    }
+}