Logics of accidental eccentricity were separated and tested

This commit is contained in:
Evgeny Redikultsev
2024-03-10 19:20:01 +05:00
parent 0a453c5a95
commit b81b7a0929
30 changed files with 885 additions and 331 deletions

View File

@@ -4,13 +4,16 @@ using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Calculators;
using StructureHelperCommon.Models.Forces;
using StructureHelperCommon.Models.Loggers;
using StructureHelperCommon.Models.Sections;
using StructureHelperCommon.Models.Sections.Logics;
using StructureHelperCommon.Models.Shapes;
using StructureHelperCommon.Services.Forces;
using StructureHelperLogics.NdmCalculations.Analyses.ByForces.Logics;
using StructureHelperLogics.NdmCalculations.Buckling;
using StructureHelperLogics.NdmCalculations.Primitives;
using StructureHelperLogics.Services.NdmPrimitives;
using System;
namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
{
@@ -19,6 +22,8 @@ namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
static readonly ForceCalculatorUpdateStrategy updateStrategy = new();
private readonly IForceTupleCalculator forceTupleCalculator;
private ForcesResults result;
private IProcessorLogic<IForceTuple> eccentricityLogic;
private ForceTupleBucklingLogic bucklingLogic;
public string Name { get; set; }
public List<LimitStates> LimitStatesList { get; private set; }
@@ -34,6 +39,7 @@ namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
public void Run()
{
TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Service);
var checkResult = CheckInputData();
if (checkResult != "")
{
@@ -95,13 +101,14 @@ namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
CalcTerms calcTerm = tuple.CalcTerm;
var ndms = NdmPrimitivesService.GetNdms(Primitives, limitState, calcTerm);
IPoint2D point2D;
IProcessorLogic<IForceTuple> forcelogic = new ForceTupleCopier(tuple.ForceTuple);
if (combination.SetInGravityCenter == true)
{
var (Cx, Cy) = LoaderCalculator.Logics.Geometry.GeometryOperations.GetGravityCenter(ndms);
point2D = new Point2D(){ X = Cx, Y = Cy };
point2D = new Point2D() { X = Cx, Y = Cy };
forcelogic = new ForceTupleMoveToPointDecorator(forcelogic) { Point2D = point2D};
}
else point2D = combination.ForcePoint;
var newTuple = ForceTupleService.MoveTupleIntoPoint(tuple.ForceTuple, point2D);
var newTuple = forcelogic.GetValue();
TraceLogger?.AddMessage($"Input force combination");
TraceLogger?.AddEntry(new TraceTablesFactory().GetByForceTuple(newTuple));
if (CompressedMember.Buckling == true)
@@ -109,27 +116,12 @@ namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
if (newTuple.Nz >= 0d)
{
TraceLogger?.AddMessage(string.Format("Second order effect is not considered as Nz={0} >= 0", newTuple.Nz));
tupleResult = GetForceResult(limitState, calcTerm, ndms, newTuple);
}
else
{
TraceLogger?.AddMessage("Get eccentricity for full load");
newTuple = ProcessAccEccentricity(ndms, newTuple);
var buckResult = GetForceTupleByBuckling(combination, limitState, calcTerm, ndms, newTuple);
if (buckResult.isValid == true)
{
newTuple = buckResult.tuple;
}
else
{
return new ForcesTupleResult()
{
IsValid = false,
DesignForceTuple = tuple,
Description = buckResult.description,
};
}
}
tupleResult = GetForceResult(limitState, calcTerm, ndms, newTuple);
tupleResult = ProcessCompressedMember(combination, tuple, ndms, newTuple);
}
}
else
{
@@ -143,10 +135,19 @@ namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
return tupleResult;
}
private (bool isValid, IForceTuple tuple, string description) GetForceTupleByBuckling(IForceCombinationList combination, LimitStates limitState, CalcTerms calcTerm, List<INdm> ndms, IForceTuple newTuple)
private IForcesTupleResult ProcessCompressedMember(IForceCombinationList combination, IDesignForceTuple tuple, List<INdm> ndms, IForceTuple newTuple)
{
var tuple = newTuple.Clone() as IForceTuple;
var inputData = new BucklingInputData()
IForcesTupleResult tupleResult;
LimitStates limitState = tuple.LimitState;
CalcTerms calcTerm = tuple.CalcTerm;
TraceLogger?.AddMessage("Get eccentricity for full load");
eccentricityLogic = new ProcessEccentricity(CompressedMember, ndms, newTuple)
{
TraceLogger = TraceLogger ?? null
};
newTuple = eccentricityLogic.GetValue();
var buclingInputData = new BucklingInputData()
{
Combination = combination,
LimitState = limitState,
@@ -154,117 +155,42 @@ namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
Ndms = ndms,
ForceTuple = newTuple
};
var bucklingResult = ProcessBuckling(inputData);
if (bucklingResult.IsValid != true)
bucklingLogic = new ForceTupleBucklingLogic(buclingInputData)
{
TraceLogger?.AddMessage(bucklingResult.Description, TraceLogStatuses.Error);
return (false, tuple, $"Buckling result:\n{bucklingResult.Description}");
CompressedMember = CompressedMember,
Accuracy = Accuracy,
Primitives = Primitives,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
var buckResult = bucklingLogic.GetForceTupleByBuckling();
if (buckResult.IsValid == true)
{
newTuple = buckResult.Value;
}
else
{
tuple = CalculateBuckling(tuple, bucklingResult);
TraceLogger?.AddMessage(string.Intern("Force combination with considering of second order effects"));
TraceLogger?.AddEntry(new TraceTablesFactory().GetByForceTuple(tuple));
return new ForcesTupleResult()
{
IsValid = false,
DesignForceTuple = tuple,
Description = buckResult.Description,
};
}
return (true, tuple, string.Empty);
TraceLogger?.AddMessage(string.Intern("Result of second order was obtained succesfully, new force combination was obtained"));
tupleResult = GetForceResult(limitState, calcTerm, ndms, newTuple);
return tupleResult;
}
private IForcesTupleResult GetForceResult(LimitStates limitState, CalcTerms calcTerm, List<INdm> ndms, IForceTuple newTuple)
{
TraceLogger?.AddMessage("Calculation of cross-section is started");
var tupleResult = GetPrimitiveStrainMatrix(ndms, newTuple, Accuracy);
tupleResult.DesignForceTuple.LimitState = limitState;
tupleResult.DesignForceTuple.CalcTerm = calcTerm;
tupleResult.DesignForceTuple.ForceTuple = newTuple;
return tupleResult;
}
private IForceTuple ProcessAccEccentricity(List<INdm> ndms, IForceTuple tuple)
{
var newTuple = tuple.Clone() as IForceTuple;
var accLogic = new AccidentalEccentricityLogic()
{
Length = CompressedMember.GeometryLength,
SizeX = ndms.Max(x => x.CenterX) - ndms.Min(x => x.CenterX),
SizeY = ndms.Max(x => x.CenterY) - ndms.Min(x => x.CenterY),
InitialForceTuple = newTuple,
};
if (TraceLogger is not null)
{
accLogic.TraceLogger = TraceLogger.GetSimilarTraceLogger(50);
}
newTuple = accLogic.GetForceTuple();
return newTuple;
}
private IConcreteBucklingResult ProcessBuckling(BucklingInputData inputData)
{
IForceTuple resultTuple;
IForceTuple longTuple;
if (inputData.CalcTerm == CalcTerms.LongTerm)
{
longTuple = inputData.ForceTuple;
}
else
{
longTuple = GetLongTuple(inputData.Combination.DesignForces, inputData.LimitState);
}
TraceLogger?.AddMessage("Get eccentricity for long term load");
longTuple = ProcessAccEccentricity(inputData.Ndms, longTuple);
var bucklingCalculator = GetBucklingCalculator(CompressedMember, inputData.LimitState, inputData.CalcTerm, inputData.ForceTuple, longTuple);
if (TraceLogger is not null)
{
bucklingCalculator.TraceLogger = TraceLogger.GetSimilarTraceLogger(50);
}
bucklingCalculator.Run();
var bucklingResult = bucklingCalculator.Result as IConcreteBucklingResult;
return bucklingResult;
}
private IForceTuple GetLongTuple(List<IDesignForceTuple> designForces, LimitStates limitState)
{
IForceTuple longTuple;
try
{
longTuple = designForces
.Where(x => x.LimitState == limitState & x.CalcTerm == CalcTerms.LongTerm)
.Single()
.ForceTuple;
}
catch (Exception)
{
longTuple = new ForceTuple();
}
return longTuple;
}
private IConcreteBucklingCalculator GetBucklingCalculator(ICompressedMember compressedMember, LimitStates limitStates, CalcTerms calcTerms, IForceTuple calcTuple, IForceTuple longTuple)
{
var options = new ConcreteBucklingOptions()
{
CompressedMember = compressedMember,
LimitState = limitStates,
CalcTerm = calcTerms,
CalcForceTuple = calcTuple,
LongTermTuple = longTuple,
Primitives = Primitives
};
var bucklingCalculator = new ConcreteBucklingCalculator(options, Accuracy);
return bucklingCalculator;
}
private ForceTuple CalculateBuckling(IForceTuple calcTuple, IConcreteBucklingResult bucklingResult)
{
var newTuple = calcTuple.Clone() as ForceTuple;
newTuple.Mx *= bucklingResult.EtaFactorAlongY;
newTuple.My *= bucklingResult.EtaFactorAlongX;
return newTuple;
}
private string CheckInputData()
{
string result = "";