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Tests of crack calculator were added

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This commit is contained in:
RedikultsevEvg
2024-08-12 12:46:40 +05:00
parent 3eb5aa2b96
commit 45dbd7a1ca
53 changed files with 1041 additions and 277 deletions
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92
StructureHelperLogics/NdmCalculations/Cracking/CrackWidthLogicSP63.cs
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@@ -1,4 +1,5 @@
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Infrastructures.Interfaces;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Loggers;
using System;
@@ -6,76 +7,85 @@ using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
using System.Windows.Documents;
namespace StructureHelperLogics.NdmCalculations.Cracking
{
public class CrackWidthLogicSP63 : ICrackWidthLogic
{
CrackWidthLogicInputDataSP63 inputData;
private double widthOfCrack;
private ICheckInputDataLogic<CrackWidthLogicInputDataSP63> checkInputDataLogic;
public ICrackWidthLogicInputData InputData {get;set;}
public IShiftTraceLogger? TraceLogger { get; set; }
public CrackWidthLogicSP63(ICheckInputDataLogic<CrackWidthLogicInputDataSP63> checkInputDataLogic, IShiftTraceLogger? traceLogger)
{
this.checkInputDataLogic = checkInputDataLogic;
this.TraceLogger = traceLogger;
}
public CrackWidthLogicSP63() : this (new CheckCrackWidthSP63InputDataLogic(), null)
{
}
public double GetCrackWidth()
{
TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Service);
TraceLogger?.AddMessage("Method of crack width calculation based on SP 63.13330.2018");
CheckOptions();
TraceLogger?.AddMessage($"Term factor fi1 = {inputData.TermFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Bond factor fi2 = {inputData.BondFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Stress state factor fi3 = {inputData.StressStateFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"PsiS factor PsiS = {inputData.PsiSFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Length between cracks Ls = {inputData.Length}", TraceLogStatuses.Service);
TraceLogger?.AddMessage("Method of crack width calculation based on SP 63.13330.2018");
TraceInputData();
//check if strain of concrete greater than strain of rebar
CalculateWidthOfCrack();
return widthOfCrack;
}
private void CalculateWidthOfCrack()
{
double rebarElongation = inputData.RebarStrain - inputData.ConcreteStrain;
if (rebarElongation < 0d)
{
TraceLogger?.AddMessage($"Elongation of rebar is negative, may be rebar is under compression, width of crack a,crc = 0");
return 0d;
widthOfCrack = 0d;
}
else
{
TraceLogger?.AddMessage($"Rebar elongation Epsilon = {inputData.RebarStrain} - {inputData.ConcreteStrain} = {rebarElongation}(dimensionless)");
widthOfCrack = rebarElongation * inputData.LengthBetweenCracks;
widthOfCrack *= inputData.TermFactor * inputData.BondFactor * inputData.StressStateFactor * inputData.PsiSFactor;
TraceLogger?.AddMessage($"Width of crack a,crc = {inputData.TermFactor} * {inputData.BondFactor} * {inputData.StressStateFactor} * {inputData.PsiSFactor} * {rebarElongation} * {inputData.LengthBetweenCracks}(m) = {widthOfCrack}(m)");
}
TraceLogger?.AddMessage($"Rebar elongation Epsilon = {inputData.RebarStrain} - {inputData.ConcreteStrain} = {rebarElongation}(dimensionless)");
double width = rebarElongation * inputData.Length;
width *= inputData.TermFactor * inputData.BondFactor * inputData.StressStateFactor * inputData.PsiSFactor;
TraceLogger?.AddMessage($"Width of crack a,crc = {inputData.TermFactor} * {inputData.BondFactor} * {inputData.StressStateFactor} * {inputData.PsiSFactor} * {rebarElongation} * {inputData.Length}(m) = {width}(m)");
return width;
}
private void CheckOptions()
private void TraceInputData()
{
TraceLogger?.AddMessage($"Term factor fi1 = {inputData.TermFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Bond factor fi2 = {inputData.BondFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Stress state factor fi3 = {inputData.StressStateFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"PsiS factor PsiS = {inputData.PsiSFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Length between cracks Ls = {inputData.LengthBetweenCracks}", TraceLogStatuses.Service);
}
private bool CheckOptions()
{
string errorString = string.Empty;
if (InputData is not CrackWidthLogicInputDataSP63)
{
errorString = ErrorStrings.ExpectedWas(typeof(CrackWidthLogicInputDataSP63), InputData.GetType());
}
inputData = InputData as CrackWidthLogicInputDataSP63;
if (inputData.Length <=0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": length between cracks Lcrc={inputData.Length} must be greater than zero";
}
if (inputData.TermFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": Term factor fi1 {inputData.TermFactor} must be greater than zero";
}
if (inputData.BondFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": Bond factor fi2 {inputData.BondFactor} must be greater than zero";
}
if (inputData.StressStateFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": Stress factor fi3 factor {inputData.StressStateFactor} must be greater than zero";
}
if (inputData.PsiSFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": PsiS factor {inputData.PsiSFactor} must be greater than zero";
}
if (errorString != string.Empty)
{
TraceLogger?.AddMessage(errorString, TraceLogStatuses.Error);
throw new StructureHelperException(errorString);
}
inputData = InputData as CrackWidthLogicInputDataSP63;
checkInputDataLogic.InputData = inputData;
checkInputDataLogic.TraceLogger = TraceLogger;
if (checkInputDataLogic.Check() != true)
{
throw new StructureHelperException(errorString);
return false;
}
TraceLogger?.AddMessage($"Checking parameters has done succefully", TraceLogStatuses.Service);
return true;
}
}
}