54 lines
2.1 KiB
C#
54 lines
2.1 KiB
C#
using StructureHelperCommon.Infrastructures.Exceptions;
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using StructureHelperCommon.Models.Calculators;
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using StructureHelperCommon.Models.Loggers;
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using StructureHelperCommon.Models;
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using System.Threading.Tasks;
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using StructureHelperLogics.NdmCalculations.Primitives;
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using StructureHelperCommon.Infrastructures.Interfaces;
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namespace StructureHelperLogics.NdmCalculations.Cracking
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{
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public class RebarStressResultLogic : IRebarStressResultLogic
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{
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private IRebarStressCalculator rebarStressCalculator;
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public IRebarPrimitive RebarPrimitive { get; set; }
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public IRebarCrackInputData RebarCrackInputData { get; set; }
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public IShiftTraceLogger? TraceLogger { get; set; }
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public RebarStressResultLogic(IRebarStressCalculator rebarStressCalculator, IShiftTraceLogger? traceLogger)
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{
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this.rebarStressCalculator = rebarStressCalculator;
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this.TraceLogger = traceLogger;
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}
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public RebarStressResultLogic() : this(new RebarStressCalculator(), null)
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{
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}
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public IRebarStressResult GetRebarStressResult()
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{
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IRebarStressCalculatorInputData calculatorInputData = new RebarStressCalculatorInputData()
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{
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ForceTuple = RebarCrackInputData.ForceTuple,
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NdmCollection = RebarCrackInputData.CrackedNdmCollection,
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RebarPrimitive = RebarPrimitive,
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};
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rebarStressCalculator.InputData = calculatorInputData;
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rebarStressCalculator.Run();
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var result = rebarStressCalculator.Result as RebarStressResult;
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if (result.IsValid == false)
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{
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string errorString = LoggerStrings.CalculationError + result.Description;
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TraceLogger?.AddMessage($"Rebar name: {RebarPrimitive.Name}\n" + errorString, TraceLogStatuses.Error);
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throw new StructureHelperException(errorString);
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}
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return result;
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}
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}
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}
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