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Change shear calculator add crack export to excel

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This commit is contained in:
Evgeny Redikultsev
2025-06-21 21:34:20 +05:00
parent 4fbb3f3658
commit 1ebe1bbcd1
47 changed files with 980 additions and 378 deletions
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33
StructureHelperLogics/Models/BeamShears/Logics/ConcreteStrengthLogic.cs
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@@ -6,22 +6,19 @@ namespace StructureHelperLogics.Models.BeamShears
{
public class ConcreteStrengthLogic : IBeamShearStrenghLogic
{
private readonly double longitudinalForce;
private readonly ISectionEffectiveness sectionEffectiveness;
private readonly IInclinedSection inclinedSection;
private IGetLongitudinalForceFactorLogic getLongitudinalForceFactorLogic;
private double crackLength;
public ConcreteStrengthLogic(
ISectionEffectiveness sectionEffectiveness,
IInclinedSection inclinedSection,
double longitudinalForce,
IShiftTraceLogger? traceLogger)
{
this.sectionEffectiveness = sectionEffectiveness;
this.inclinedSection = inclinedSection;
this.longitudinalForce = longitudinalForce;
TraceLogger = traceLogger;
}
@@ -35,27 +32,29 @@ namespace StructureHelperLogics.Models.BeamShears
TraceLogger?.AddMessage($"Section shape factor = {sectionEffectiveness.ShapeFactor}, (dimensionless)");
TraceLogger?.AddMessage($"Effective depth = {inclinedSection.EffectiveDepth}, (m)");
crackLength = inclinedSection.EndCoord - inclinedSection.StartCoord;
TraceLogger?.AddMessage($"Crack length = {inclinedSection.EndCoord} - {inclinedSection.StartCoord} = {crackLength}, (m)");
TraceLogger?.AddMessage($"Absolute crack length c = {inclinedSection.EndCoord} - {inclinedSection.StartCoord} = {crackLength}, (m)");
TraceLogger?.AddMessage($"Relative crack length c/d = {crackLength} / {inclinedSection.EffectiveDepth} = {crackLength/ inclinedSection.EffectiveDepth},(dimensionless)");
RestrictCrackLength();
SetLongitudinalForce();
double factorOfLongitudinalForce = getLongitudinalForceFactorLogic.GetFactor();
TraceLogger?.AddMessage($"Factor of longitudinal force = {factorOfLongitudinalForce}, (dimensionless)");
double concreteMoment = sectionEffectiveness.BaseShapeFactor * sectionEffectiveness.ShapeFactor * inclinedSection.ConcreteTensionStrength * inclinedSection.WebWidth * inclinedSection.EffectiveDepth * inclinedSection.EffectiveDepth;
double shearStrength = factorOfLongitudinalForce * concreteMoment / crackLength;
TraceLogger?.AddMessage($"Shear strength of concrete = {shearStrength}, (N)");
double concreteMoment =
sectionEffectiveness.BaseShapeFactor
* sectionEffectiveness.ShapeFactor
* inclinedSection.ConcreteTensionStrength
* inclinedSection.WebWidth
* inclinedSection.EffectiveDepth
* inclinedSection.EffectiveDepth;
double shearStrength = concreteMoment / crackLength;
TraceLogger?.AddMessage($"Shear strength of concrete = {sectionEffectiveness.BaseShapeFactor} * {sectionEffectiveness.ShapeFactor} * {inclinedSection.ConcreteTensionStrength} * {inclinedSection.WebWidth} * {inclinedSection.EffectiveDepth} ^ 2 / {crackLength} = {shearStrength}, (N)");
return shearStrength;
}
private void InitializeStrategies()
{
getLongitudinalForceFactorLogic ??= new GetLongitudinalForceFactorLogic(TraceLogger?.GetSimilarTraceLogger(100));
}
private void SetLongitudinalForce()
{
getLongitudinalForceFactorLogic.LongitudinalForce = longitudinalForce;
getLongitudinalForceFactorLogic.InclinedSection = inclinedSection;
}
private void RestrictCrackLength()
{