using LoaderCalculator.Data.Ndms; using StructureHelperCommon.Infrastructures.Enums; using StructureHelperCommon.Infrastructures.Exceptions; using StructureHelperCommon.Models; using StructureHelperCommon.Models.Calculators; using StructureHelperCommon.Models.Forces; using StructureHelperCommon.Models.Loggers; using StructureHelperCommon.Services.Forces; using StructureHelperLogics.NdmCalculations.Analyses.ByForces; using StructureHelperLogics.NdmCalculations.Primitives; using StructureHelperLogics.Services.NdmPrimitives; namespace StructureHelperLogics.NdmCalculations.Cracking { public class TupleCrackCalculator : ICalculator { private static readonly ILengthBetweenCracksLogic lengthLogic = new LengthBetweenCracksLogicSP63(); private TupleCrackResult result; private ICrackedSectionTriangulationLogic triangulationLogic; private List? rebarPrimitives; private IEnumerable crackableNdms; private IEnumerable crackedNdms; private IEnumerable elasticNdms; private CrackForceResult crackForceResult; private StrainTuple longDefaultStrainTuple; private StrainTuple shortDefaultStrainTuple; private double longLength; private double shortLength; public string Name { get; set; } public TupleCrackInputData InputData { get; set; } public IResult Result => result; public IShiftTraceLogger? TraceLogger { get; set; } public void Run() { PrepareNewResult(); TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Service); try { TraceLogger?.AddMessage($"Calculation of crack width by force combination"); ProcessCalculations(); TraceLogger?.AddMessage(LoggerStrings.CalculationHasDone); } catch (Exception ex) { result.IsValid = false; result.Description += ex; TraceLogger?.AddMessage(LoggerStrings.CalculationError + ex, TraceLogStatuses.Error); } } private void PrepareNewResult() { result = new() { IsValid = true, Description = string.Empty, InputData = InputData }; } private void ProcessCalculations() { CheckInputData(); Triangulate(); longDefaultStrainTuple = CalcStrainMatrix(InputData.LongTermTuple as ForceTuple, crackableNdms); shortDefaultStrainTuple = CalcStrainMatrix(InputData.LongTermTuple as ForceTuple, crackableNdms); var longElasticStrainTuple = CalcStrainMatrix(InputData.LongTermTuple as ForceTuple, elasticNdms); var shortElasticStrainTuple = CalcStrainMatrix(InputData.ShortTermTuple as ForceTuple, elasticNdms); if (result.IsValid == false) { return; } if (InputData.UserCrackInputData.SetLengthBetweenCracks == true) { longLength = InputData.UserCrackInputData.LengthBetweenCracks; shortLength = InputData.UserCrackInputData.LengthBetweenCracks; TraceLogger?.AddMessage($"User value of length between cracks Lcrc = {longLength}"); } else { longLength = GetLengthBetweenCracks(longElasticStrainTuple); shortLength = GetLengthBetweenCracks(shortElasticStrainTuple); } CalcCrackForce(); foreach (var rebar in rebarPrimitives) { RebarCrackCalculatorInputData rebarCalculatorData = GetRebarCalculatorInputData(rebar); var calculator = new RebarCrackCalculator { InputData = rebarCalculatorData, TraceLogger = TraceLogger?.GetSimilarTraceLogger(50) }; calculator.Run(); var rebarResult = calculator.Result as RebarCrackResult; result.RebarResults.Add(rebarResult); } result.LongTermResult = new() { CrackWidth = result.RebarResults.Max(x => x.LongTermResult.CrackWidth), UltimateCrackWidth = InputData.UserCrackInputData.UltimateLongCrackWidth }; result.ShortTermResult = new() { CrackWidth = result.RebarResults.Max(x => x.ShortTermResult.CrackWidth), UltimateCrackWidth = InputData.UserCrackInputData.UltimateShortCrackWidth }; } private RebarCrackCalculatorInputData GetRebarCalculatorInputData(RebarPrimitive rebar) { var longRebarData = new RebarCrackInputData() { CrackableNdmCollection = crackableNdms, CrackedNdmCollection = crackedNdms, ForceTuple = InputData.LongTermTuple as ForceTuple, Length = longLength }; var shortRebarData = new RebarCrackInputData() { CrackableNdmCollection = crackableNdms, CrackedNdmCollection = crackedNdms, ForceTuple = InputData.ShortTermTuple as ForceTuple, Length = shortLength }; var rebarCalculatorData = new RebarCrackCalculatorInputData() { RebarPrimitive = rebar, LongRebarData = longRebarData, ShortRebarData = shortRebarData, UserCrackInputData = InputData.UserCrackInputData }; return rebarCalculatorData; } private StrainTuple CalcStrainMatrix(ForceTuple forceTuple, IEnumerable ndms) { IForceTupleInputData inputData = new ForceTupleInputData() { NdmCollection = ndms, Tuple = forceTuple }; IForceTupleCalculator calculator = new ForceTupleCalculator() { InputData = inputData, //TraceLogger = TraceLogger?.GetSimilarTraceLogger(50) }; calculator.Run(); var forceResult = calculator.Result as IForcesTupleResult; if (forceResult.IsValid == false) { result.IsValid = false; result.Description += forceResult.Description; } var strain = TupleConverter.ConvertToStrainTuple(forceResult.LoaderResults.StrainMatrix); return strain; } private double GetLengthBetweenCracks(StrainTuple strainTuple) { var logic = new LengthBetweenCracksLogicSP63() { NdmCollection = elasticNdms, TraceLogger = TraceLogger }; logic.StrainMatrix = TupleConverter.ConvertToLoaderStrainMatrix(strainTuple); return logic.GetLength(); } private void Triangulate() { triangulationLogic = new CrackedSectionTriangulationLogic(InputData.NdmPrimitives) { //TraceLogger = TraceLogger?.GetSimilarTraceLogger(50) }; rebarPrimitives = triangulationLogic.GetRebarPrimitives(); crackableNdms = triangulationLogic.GetNdmCollection(); crackedNdms = triangulationLogic.GetCrackedNdmCollection(); elasticNdms = triangulationLogic.GetElasticNdmCollection(); } private void CalcCrackForce() { var calculator = new CrackForceCalculator(); calculator.EndTuple = InputData.LongTermTuple; calculator.NdmCollection = crackableNdms; calculator.Run(); crackForceResult = calculator.Result as CrackForceResult; } private void CheckInputData() { if (InputData.NdmPrimitives is null || InputData.NdmPrimitives.Count == 0) { throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": input data doesn't have any primitives"); } } public object Clone() { throw new NotImplementedException(); } } }