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Tuple crack calculator was changed

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This commit is contained in:
Evgeny Redikultsev
2024-05-10 20:27:57 +05:00
parent e75521dc20
commit 871355e07b
29 changed files with 745 additions and 148 deletions
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29
StructureHelperLogics/NdmCalculations/Cracking/TensileAreaLogicSP63.cs
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@@ -2,7 +2,9 @@
using LoaderCalculator.Data.Matrix;
using LoaderCalculator.Data.Ndms;
using LoaderCalculator.Logics;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Forces;
using StructureHelperCommon.Models.Loggers;
using StructureHelperCommon.Services.Forces;
using System;
using System.Collections.Generic;
@@ -16,29 +18,44 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
const double maxConcreteFactor = 0.5d;
const double minConcreteFactor = 0.1d;
const double minRebarFactor = 3d;
const double minRebarFactor = 9d;
private static IStressLogic stressLogic => new StressLogic();
public IEnumerable<INdm> NdmCollection { get; set; }
public IStrainMatrix StrainMatrix { get; set; }
public IShiftTraceLogger? TraceLogger { get; set; }
public double GetTensileArea()
{
TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Service);
var rebarCollection = NdmCollection
.Where(x => x is RebarNdm);
.Where(x => x is RebarNdm & stressLogic.GetTotalStrain(StrainMatrix, x) > 0d);
var rebarArea = rebarCollection.
Sum(x => x.Area * x.StressScale);
TraceLogger?.AddMessage($"Summary rebar area As = {rebarArea}");
var concreteCollection = NdmCollection
.Where(x => x.Material is ConcreteMaterial);
var concreteArea = concreteCollection
.Sum(x => x.Area * x.StressScale);
TraceLogger?.AddMessage($"Concrete area Ac = {concreteArea}");
var concreteTensileArea = concreteCollection
.Where(x => stressLogic.GetTotalStrainWithPrestrain(StrainMatrix, x) > 0d)
.Sum(x => x.Area * x.StressScale);
concreteTensileArea = Math.Max(concreteTensileArea, rebarArea * minRebarFactor);
concreteTensileArea = Math.Max(concreteTensileArea, concreteArea * minConcreteFactor);
concreteTensileArea = Math.Min(concreteTensileArea, concreteArea * maxConcreteFactor);
TraceLogger?.AddMessage($"Concrete tensile area Ac,t = {concreteTensileArea}");
double areaByRebar = rebarArea * minRebarFactor;
TraceLogger?.AddMessage($"Concrete area is considered not less than {minRebarFactor} of area of rebars");
TraceLogger?.AddMessage($"Minimum concrete effective area from area of rebar Ac,eff = {rebarArea} * {minRebarFactor} = {areaByRebar}");
concreteTensileArea = Math.Max(concreteTensileArea, areaByRebar);
double areaByMinConcreteFactor = concreteArea * minConcreteFactor;
TraceLogger?.AddMessage($"Concrete area is considered not less than {minConcreteFactor} of area of rebars");
TraceLogger?.AddMessage($"Minimum concrete effective area Ac,eff = {concreteArea} * {minConcreteFactor} = {areaByMinConcreteFactor}");
concreteTensileArea = Math.Max(concreteTensileArea, areaByMinConcreteFactor);
double areaByMaxConcreteFactor = concreteArea * maxConcreteFactor;
TraceLogger?.AddMessage($"Concrete area is considered not greater than {maxConcreteFactor} of area of rebars");
TraceLogger?.AddMessage($"Maximum concrete effective area Ac,eff = {concreteArea} * {maxConcreteFactor} = {areaByMaxConcreteFactor}");
concreteTensileArea = Math.Min(concreteTensileArea, areaByMaxConcreteFactor);
TraceLogger?.AddMessage($"Concrete effective area Ac,eff = {concreteTensileArea}");
return concreteTensileArea;
}
}