82 lines
3.9 KiB
C#
82 lines
3.9 KiB
C#
using StructureHelperCommon.Infrastructures.Exceptions;
|
|
using StructureHelperCommon.Models;
|
|
using StructureHelperCommon.Models.Loggers;
|
|
using System;
|
|
using System.Collections.Generic;
|
|
using System.Linq;
|
|
using System.Text;
|
|
using System.Threading.Tasks;
|
|
|
|
namespace StructureHelperLogics.NdmCalculations.Cracking
|
|
{
|
|
public class CrackWidthLogicSP63 : ICrackWidthLogic
|
|
{
|
|
CrackWidthLogicInputDataSP63 inputData;
|
|
public ICrackWidthLogicInputData InputData {get;set;}
|
|
public IShiftTraceLogger? TraceLogger { get; set; }
|
|
|
|
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($"Length between cracks Ls = {inputData.Length}", TraceLogStatuses.Service);
|
|
//check if strain of concrete greater than strain of rebar
|
|
double rebarElongation = inputData.RebarStrain - inputData.ConcreteStrain;
|
|
if (rebarElongation < 0d)
|
|
{
|
|
TraceLogger?.AddMessage($"Elongation of rebar is negative, may be rebar is under compression, width of crack a,crc = 0");
|
|
return 0d;
|
|
}
|
|
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 = {width}(m)");
|
|
return width;
|
|
}
|
|
|
|
private void 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 Ls={inputData.Length} must be greate than zero";
|
|
}
|
|
if (inputData.TermFactor <= 0d)
|
|
{
|
|
errorString = ErrorStrings.DataIsInCorrect + $": Term factor fi1 {inputData.TermFactor} must be greate than zero";
|
|
|
|
}
|
|
if (inputData.BondFactor <= 0d)
|
|
{
|
|
errorString = ErrorStrings.DataIsInCorrect + $": Bond factor fi2 {inputData.BondFactor} must be greate than zero";
|
|
|
|
}
|
|
if (inputData.StressStateFactor <= 0d)
|
|
{
|
|
errorString = ErrorStrings.DataIsInCorrect + $": Stress factor fi3 factor {inputData.StressStateFactor} must be greate than zero";
|
|
|
|
}
|
|
if (inputData.PsiSFactor <= 0d)
|
|
{
|
|
errorString = ErrorStrings.DataIsInCorrect + $": PsiS factor {inputData.PsiSFactor} must be greate than zero";
|
|
}
|
|
if (errorString != string.Empty)
|
|
{
|
|
TraceLogger?.AddMessage(errorString, TraceLogStatuses.Error);
|
|
throw new StructureHelperException(errorString);
|
|
}
|
|
TraceLogger?.AddMessage($"Checking parameters has done succefully", TraceLogStatuses.Service);
|
|
}
|
|
}
|
|
}
|