CrackWidthCalculator has been added

2023-08-13 19:32:02 +05:00
parent d718151280
commit 1ed2ba8cf1
15 changed files with 284 additions and 34 deletions
--- a/StructureHelperLogics/NdmCalculations/Cracking/Factories/CrackWidthLogicInputDataFactory.cs
+++ b/StructureHelperLogics/NdmCalculations/Cracking/Factories/CrackWidthLogicInputDataFactory.cs
@@ -0,0 +1,52 @@
+using LoaderCalculator.Logics;
+using StructureHelperCommon.Infrastructures.Enums;
+using StructureHelperCommon.Infrastructures.Exceptions;
+using StructureHelperCommon.Services.Forces;
+using StructureHelperLogics.NdmCalculations.Triangulations;
+using System;
+using System.Collections.Generic;
+using System.Linq;
+using System.Text;
+using System.Threading.Tasks;
+
+namespace StructureHelperLogics.NdmCalculations.Cracking
+{
+    internal enum CrackWidthLogicType
+    {
+        SP63
+    }
+    internal static class CrackWidthLogicInputDataFactory
+    {
+        static IStressLogic stressLogic => new StressLogic();
+        public static ICrackWidthLogicInputData GetCrackWidthLogicInputData(CrackWidthLogicType logicType, ICrackWidthSimpleCalculatorInputData inputData)
+        {
+            if (logicType == CrackWidthLogicType.SP63)
+            {
+                CrackWidthLogicInputDataSP63 data = new();
+                ProcessBaseProps(inputData, data);
+                if (inputData.CalcTerm == CalcTerms.LongTerm) { data.TermFactor = 1.4d; }
+                else { data.TermFactor = 1d; }
+                data.PsiSFactor = inputData.PsiSFactor;
+                data.StressStateFactor = inputData.StressState is SectionStressStates.Tension ? 1.2d : 1.0d;
+                return data;
+            }
+            else
+            {
+                throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknown);
+            }
+
+        }
+
+        private static void ProcessBaseProps(ICrackWidthSimpleCalculatorInputData inputData, ICrackWidthLogicInputData data)
+        {
+            var strainMatrix = StrainTupleService.ConvertToLoaderStrainMatrix(inputData.StrainTuple);
+            var triangulationOptions = new TriangulationOptions { LimiteState = inputData.LimitState, CalcTerm = inputData.CalcTerm };
+            var ndms = inputData.RebarPrimitive.GetNdms(triangulationOptions).ToArray();
+            var concreteNdm = ndms[0];
+            var rebarNdm = ndms[1];
+            data.ConcreteStrain = stressLogic.GetTotalStrainWithPresrain(strainMatrix, concreteNdm);
+            data.RebarStrain = stressLogic.GetTotalStrainWithPresrain(strainMatrix, rebarNdm);
+            data.Length = inputData.Length;
+        }
+    }
+}