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Force calculator was repaired for buckling calculations

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This commit is contained in:
Evgeny Redikultsev
2024-03-08 17:16:00 +05:00
parent 4359b2c49b
commit 0a453c5a95
18 changed files with 382 additions and 146 deletions
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51
StructureHelperLogics/NdmCalculations/Buckling/ConcreteBucklingCalculator.cs
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@@ -1,4 +1,5 @@
using LoaderCalculator.Data.Ndms;
using LoaderCalculator.Data.Materials;
using LoaderCalculator.Data.Ndms;
using LoaderCalculator.Logics;
using LoaderCalculator.Logics.Geometry;
using StructureHelperCommon.Models;
@@ -9,6 +10,7 @@ using StructureHelperCommon.Models.Shapes;
using StructureHelperLogics.Models.Materials;
using StructureHelperLogics.NdmCalculations.Analyses.ByForces;
using StructureHelperLogics.NdmCalculations.Primitives;
using StructureHelperLogics.Services;
using StructureHelperLogics.Services.NdmPrimitives;
namespace StructureHelperLogics.NdmCalculations.Buckling
@@ -28,7 +30,7 @@ namespace StructureHelperLogics.NdmCalculations.Buckling
public IResult Result { get; private set; }
public IAccuracy Accuracy { get; set; }
public Action<IResult> ActionToOutputResults { get => throw new NotImplementedException(); set => throw new NotImplementedException(); }
public Action<IResult> ActionToOutputResults { get; set; }
public IShiftTraceLogger? TraceLogger { get; set; }
private (double EtaAlongX, double EtaAlongY) GetBucklingCoefficients()
@@ -50,11 +52,9 @@ namespace StructureHelperLogics.NdmCalculations.Buckling
Accuracy = accuracy;
var allPrimitives = options.Primitives;
var concretePrimitives = GetConcretePrimitives();
var otherPrimitives = allPrimitives.Except(concretePrimitives);
ndmCollection = NdmPrimitivesService.GetNdms(allPrimitives, options.LimitState, options.CalcTerm);
concreteNdms = NdmPrimitivesService.GetNdms(concretePrimitives, options.LimitState, options.CalcTerm);
otherNdms = NdmPrimitivesService.GetNdms(otherPrimitives, options.LimitState, options.CalcTerm);
concreteNdms = ndmCollection.Where(x => x.Material is ICrackMaterial).ToList();
otherNdms = ndmCollection.Except(concreteNdms).ToList();
}
private (IConcreteDeltaELogic DeltaLogicX, IConcreteDeltaELogic DeltaLogicY) GetDeltaLogics()
@@ -78,35 +78,38 @@ namespace StructureHelperLogics.NdmCalculations.Buckling
return (DeltaElogicAboutX, DeltaElogicAboutY);
}
private IEnumerable<INdmPrimitive> GetConcretePrimitives()
{
var primitives = options.Primitives.Where(x => x.HeadMaterial.HelperMaterial is IConcreteLibMaterial);
return primitives;
}
private (double DX, double DY) GetStiffness()
{
const string sumStif = "Summary stiffness";
var gravityCenter = GeometryOperations.GetGravityCenter(ndmCollection);
string message = string.Format("Gravity center, x = {0}, y = {1}", gravityCenter.Cx, gravityCenter.Cy);
TraceLogger?.AddMessage(message);
if (TraceLogger is not null)
{
TraceLogger.AddMessage(string.Intern("Concrete elementary parts"));
TraceService.TraceNdmCollection(TraceLogger, concreteNdms);
TraceLogger.AddMessage(string.Intern("Nonconcrete elementary parts"));
TraceService.TraceNdmCollection(TraceLogger, otherNdms);
}
var (EIx, EIy) = GeometryOperations.GetReducedMomentsOfInertia(concreteNdms, gravityCenter);
TraceLogger.AddMessage(string.Format("Summary stiffness of concrete parts EIx,c = {0}", EIx));
TraceLogger.AddMessage(string.Format("Summary stiffness of concrete parts EIy,c = {0}", EIy));
TraceLogger?.AddMessage(string.Format("{0} of concrete parts EIx,c = {1}", sumStif, EIx));
TraceLogger?.AddMessage(string.Format("{0} of concrete parts EIy,c = {1}", sumStif, EIy));
var otherInertia = GeometryOperations.GetReducedMomentsOfInertia(otherNdms, gravityCenter);
TraceLogger.AddMessage(string.Format("Summary stiffness of nonconcrete parts EIx,s = {0}", otherInertia.EIy));
TraceLogger.AddMessage(string.Format("Summary stiffness of nonconcrete parts EIy,s = {0}", otherInertia.EIy));
TraceLogger?.AddMessage(string.Format("{0} of nonconcrete parts EIx,s = {1}", sumStif, otherInertia.EIx));
TraceLogger?.AddMessage(string.Format("{0} of nonconcrete parts EIy,s = {1}", sumStif, otherInertia.EIy));
var (Kc, Ks) = stiffnessLogicX.GetStiffnessCoeffitients();
var dX = Kc * EIx + Ks * otherInertia.EIx;
string mesDx = string.Format("Summary stiffness Dx = Kc * EIx,c + Ks * EIx,s = {0} * {1} + {2} * {3} = {4}",
Kc, EIx, Ks, otherInertia.EIx, dX);
TraceLogger.AddMessage(mesDx);
string mesDx = string.Format("{0} Dx = Kc * EIx,c + Ks * EIx,s = {1} * {2} + {3} * {4} = {5}",
sumStif, Kc, EIx, Ks, otherInertia.EIx, dX);
TraceLogger?.AddMessage(mesDx);
var stiffnessY = stiffnessLogicY.GetStiffnessCoeffitients();
var dY = stiffnessY.Kc * EIy + stiffnessY.Ks * otherInertia.EIy;
string mesDy = string.Format("Summary stiffness Dy = Kc * EIy,c + Ks * EIy,s = {0} * {1} + {2} * {3} = {4}",
stiffnessY.Kc, EIy, stiffnessY.Ks, otherInertia.EIy, dY);
TraceLogger.AddMessage(mesDy);
string mesDy = string.Format("{0} Dy = Kc * EIy,c + Ks * EIy,s = {1} * {2} + {3} * {4} = {5}",
sumStif, stiffnessY.Kc, EIy, stiffnessY.Ks, otherInertia.EIy, dY);
TraceLogger?.AddMessage(mesDy);
return (dX, dY);
}
@@ -132,8 +135,8 @@ namespace StructureHelperLogics.NdmCalculations.Buckling
point = new Point2D() { X = item.CenterX, Y = item.CenterY };
}
}
TraceLogger.AddMessage(string.Format("Most tensioned (minimum compressed) point: x = {0}, y = {1}", point.X, point.Y));
TraceLogger.AddMessage(string.Format("Strain: epsilon = {0}", maxStrain), TraceLogStatuses.Debug);
TraceLogger?.AddMessage(string.Format("Most tensioned (minimum compressed) point: x = {0}, y = {1}", point.X, point.Y));
TraceLogger?.AddMessage(string.Format("Strain: epsilon = {0}", maxStrain), TraceLogStatuses.Debug);
return point;
}