79 lines
3.7 KiB
C#
79 lines
3.7 KiB
C#
using LoaderCalculator;
|
|
using LoaderCalculator.Data.Matrix;
|
|
using LoaderCalculator.Data.Ndms;
|
|
using LoaderCalculator.Logics;
|
|
using StructureHelperCommon.Infrastructures.Enums;
|
|
using StructureHelperCommon.Infrastructures.Exceptions;
|
|
using StructureHelperLogics.Models.Materials;
|
|
using StructureHelperLogics.NdmCalculations.Primitives;
|
|
using StructureHelperLogics.NdmCalculations.Triangulations;
|
|
|
|
namespace StructureHelperLogics.NdmCalculations.Analyses.RC
|
|
{
|
|
public static class InputDataFactory
|
|
{
|
|
private static IStressLogic stressLogic => new StressLogic();
|
|
public static IAnchorageInputData GetInputData(RebarNdmPrimitive ndmPrimitive, IStrainMatrix strainMatrix, LimitStates limitState, CalcTerms calcTerm, double lappedCountRate)
|
|
{
|
|
var inputData = new AnchorageInputData();
|
|
inputData.ConcreteStrength = GetConcreteStrength(limitState, calcTerm, ndmPrimitive);
|
|
inputData.ReinforcementStrength = GetReinforcementStrength(limitState, calcTerm, ndmPrimitive);
|
|
inputData.FactorEta1 = 2.5d;
|
|
inputData.CrossSectionArea = ndmPrimitive.Area;
|
|
var diameter = Math.Sqrt(ndmPrimitive.Area / Math.PI) * 2d;
|
|
inputData.CrossSectionPerimeter = Math.PI * diameter;
|
|
if (ndmPrimitive.NdmElement.HeadMaterial is null)
|
|
{
|
|
throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": main material is incorrect or null");
|
|
}
|
|
var triangulationOptions = new TriangulationOptions() { LimiteState = limitState, CalcTerm = calcTerm };
|
|
var ndms = ndmPrimitive.GetNdms(triangulationOptions);
|
|
var ndm = ndms.Where(x => x is RebarNdm)
|
|
.Single();
|
|
if (strainMatrix is not null)
|
|
{
|
|
inputData.ReinforcementStress = stressLogic.GetStress(strainMatrix, ndm);
|
|
}
|
|
else
|
|
{
|
|
inputData.ReinforcementStress = inputData.ReinforcementStrength;
|
|
}
|
|
var prestrainLogic = new GetNdmPrestrainLogic();
|
|
var prestrainValue = prestrainLogic.GetPrestrainValueAtCenter(ndm);
|
|
inputData.IsPrestressed = prestrainValue > 0.0005d ? true : false;
|
|
inputData.LappedCountRate = lappedCountRate;
|
|
return inputData;
|
|
}
|
|
|
|
private static double GetConcreteStrength(LimitStates limitState, CalcTerms calcTerm, RebarNdmPrimitive primitive)
|
|
{
|
|
if (primitive.HostPrimitive is not null)
|
|
{
|
|
var host = primitive.HostPrimitive;
|
|
var hostMaterial = host
|
|
.NdmElement
|
|
.HeadMaterial
|
|
.HelperMaterial;
|
|
if (hostMaterial is IConcreteLibMaterial)
|
|
{
|
|
var concreteMaterial = hostMaterial as IConcreteLibMaterial;
|
|
var concreteStrength = concreteMaterial.GetStrength(limitState, calcTerm).Tensile;
|
|
return concreteStrength;
|
|
}
|
|
}
|
|
throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": host material is incorrect or null");
|
|
}
|
|
|
|
private static double GetReinforcementStrength(LimitStates limitState, CalcTerms calcTerm, RebarNdmPrimitive primitive)
|
|
{
|
|
if (primitive.NdmElement.HeadMaterial.HelperMaterial is IReinforcementLibMaterial)
|
|
{
|
|
var material = primitive.NdmElement.HeadMaterial.HelperMaterial as IReinforcementLibMaterial;
|
|
var strength = material.GetStrength(limitState, calcTerm).Tensile;
|
|
return strength;
|
|
}
|
|
throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": host's material is incorrect or null");
|
|
}
|
|
}
|
|
}
|