55 lines
2.3 KiB
C#
55 lines
2.3 KiB
C#
using StructureHelperCommon.Infrastructures.Exceptions;
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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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namespace StructureHelperLogics.NdmCalculations.Cracking
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{
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public class CrackWidthLogicSP63 : ICrackWidthLogic
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{
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CrackWidthLogicInputDataSP63 inputData;
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public ICrackWidthLogicInputData InputData {get;set;}
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public double GetCrackWidth()
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{
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CheckOptions();
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//check if strain of concrete greater than strain of rebar
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if (inputData.ConcreteStrain > inputData.RebarStrain) { return 0d; }
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double width = (inputData.RebarStrain - inputData.ConcreteStrain) * inputData.Length;
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width *= inputData.TermFactor * inputData.BondFactor * inputData.StressStateFactor * inputData.PsiSFactor;
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return width;
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}
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private void CheckOptions()
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{
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if (InputData is not CrackWidthLogicInputDataSP63)
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{
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throw new StructureHelperException(ErrorStrings.ExpectedWas(typeof(CrackWidthLogicInputDataSP63), InputData.GetType()));
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}
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inputData = InputData as CrackWidthLogicInputDataSP63;
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if (inputData.Length <=0d)
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{
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": length between cracks L={inputData.Length} must be greate than zero");
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}
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if (inputData.TermFactor <= 0d)
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{
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": Term factor {inputData.TermFactor} must be greate than zero");
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}
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if (inputData.BondFactor <= 0d)
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{
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": Bond factor {inputData.BondFactor} must be greate than zero");
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}
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if (inputData.StressStateFactor <= 0d)
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{
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": Bond factor {inputData.StressStateFactor} must be greate than zero");
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}
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if (inputData.PsiSFactor <= 0d)
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{
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": PsiS factor {inputData.PsiSFactor} must be greate than zero");
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}
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}
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}
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}
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