Files
StructureHelper/StructureHelperLogics/NdmCalculations/Analyses/ByForces/ForceTupleCalculator.cs
2024-02-28 21:03:23 +05:00

210 lines
10 KiB
C#

using LoaderCalculator;
using LoaderCalculator.Data.Matrix;
using LoaderCalculator.Data.Ndms;
using LoaderCalculator.Data.ResultData;
using LoaderCalculator.Data.SourceData;
using LoaderCalculator.Logics;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Calculators;
using StructureHelperCommon.Models.Forces;
using StructureHelperCommon.Models.Loggers;
using StructureHelperCommon.Models.Shapes;
namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
{
public class ForceTupleCalculator : IForceTupleCalculator, IHasActionByResult
{
public IForceTupleInputData InputData { get; set; }
public string Name { get; set; }
public IResult Result { get; private set; }
public Action<IResult> ActionToOutputResults { get; set; }
public IShiftTraceLogger? TraceLogger { get; set; }
public ForceTupleCalculator(IForceTupleInputData inputData)
{
InputData = inputData;
}
public ForceTupleCalculator()
{
}
public void Run()
{
Result = CalculateResult();
}
private IForcesTupleResult CalculateResult()
{
TraceLogger?.AddMessage($"Calculator type: {GetType()}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Calculator logic based on calculating strain in plain section by elementary parts of finished size");
var ndmCollection = InputData.NdmCollection;
TraceLogger?.AddMessage($"Collection of elementary parts contains {ndmCollection.Count()} parts");
TraceLogger?.AddMessage($"Summary area of elementary part collection = {ndmCollection.Sum(x => x.Area * x.StressScale)}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Minimum x = {ndmCollection.Min(x => x.CenterX)}", TraceLogStatuses.Debug);
TraceLogger?.AddMessage($"Maximum x = {ndmCollection.Max(x => x.CenterX)}", TraceLogStatuses.Debug);
TraceLogger?.AddMessage($"Minimum y = {ndmCollection.Min(x => x.CenterY)}", TraceLogStatuses.Debug);
TraceLogger?.AddMessage($"Maximum y = {ndmCollection.Max(x => x.CenterY)}", TraceLogStatuses.Debug);
var tuple = InputData.Tuple;
var accuracy = InputData.Accuracy;
TraceLogger?.AddMessage($"Input force combination");
TraceLogger?.AddEntry(new TraceTablesFactory().GetByForceTuple(tuple));
var mx = tuple.Mx;
var my = tuple.My;
var nz = tuple.Nz;
TraceLogger?.AddMessage($"Required accuracy rate {accuracy.IterationAccuracy}");
TraceLogger?.AddMessage($"Maximum iteration count {accuracy.MaxIterationCount}");
try
{
var loaderData = new LoaderOptions
{
Preconditions = new Preconditions
{
ConditionRate = accuracy.IterationAccuracy,
MaxIterationCount = accuracy.MaxIterationCount,
StartForceMatrix = new ForceMatrix { Mx = mx, My = my, Nz = nz }
},
ActionToOutputResults = ShowResultToTrace,
NdmCollection = ndmCollection
};
var calculator = new Calculator();
TraceLogger?.AddMessage($"Calculation is started", TraceLogStatuses.Debug);
calculator.Run(loaderData, new CancellationToken());
TraceLogger?.AddMessage($"Calculation result is obtained", TraceLogStatuses.Debug);
var calcResult = calculator.Result;
if (calcResult.AccuracyRate <= accuracy.IterationAccuracy)
{
TraceGoodResult(ndmCollection, calcResult);
return new ForcesTupleResult()
{
IsValid = true,
Description = LoggerStrings.CalculationHasDone,
LoaderResults = calcResult
};
}
else
{
TraceLogger?.AddMessage($"Required accuracy rate has not achieved", TraceLogStatuses.Error);
TraceLogger?.AddMessage($"Current accuracy {calcResult.AccuracyRate}, {calcResult.IterationCounter} iteration has done", TraceLogStatuses.Warning);
return new ForcesTupleResult()
{
IsValid = false,
Description = "Required accuracy rate has not achieved",
LoaderResults = calcResult
};
}
}
catch (Exception ex)
{
TraceLogger?.AddMessage($"Critical error ocured during calculation\n{ex}", TraceLogStatuses.Error);
var result = new ForcesTupleResult()
{
IsValid = false
};
if (ex.Message == "Calculation result is not valid: stiffness matrix is equal to zero")
{
TraceLogger?.AddMessage($"Stiffness matrix is equal to zero\nProbably section was collapsed", TraceLogStatuses.Error);
result.Description = "Stiffness matrix is equal to zero\nProbably section was collapsed";
}
else
{
result.Description = $"Error is appeared due to analysis. Error: {ex}";
}
return result;
}
}
private void TraceGoodResult(IEnumerable<INdm> ndmCollection, ILoaderResults calcResult)
{
TraceLogger?.AddMessage($"Analysis is done succsesfully");
TraceLogger?.AddMessage($"Current accuracy {calcResult.AccuracyRate} has achieved in {calcResult.IterationCounter} iteration", TraceLogStatuses.Debug);
var strainMatrix = calcResult.ForceStrainPair.StrainMatrix;
var stiffness = new StiffnessLogic().GetStiffnessMatrix(ndmCollection, strainMatrix);
TraceLogger?.AddMessage(string.Format("Next strain were obtained kx = {0}, ky = {1}, epsz = {2}", strainMatrix.Kx, strainMatrix.Ky, strainMatrix.EpsZ));
TraceMinMaxStrain(ndmCollection, strainMatrix);
TraceStrainAndStiffness(strainMatrix, stiffness);
}
private void TraceMinMaxStrain(IEnumerable<INdm> ndmCollection, IStrainMatrix strainMatrix)
{
var stressLogic = new StressLogic();
double minStrain = double.PositiveInfinity, maxStrain = double.NegativeInfinity;
Point2D minPoint = new Point2D(), maxPoint = new Point2D();
foreach (var item in ndmCollection)
{
var strain = stressLogic.GetTotalStrain(strainMatrix, item);
if (strain < minStrain)
{
minStrain = strain;
minPoint = new Point2D() { X = item.CenterX, Y = item.CenterY };
}
if (strain > maxStrain)
{
maxStrain = strain;
maxPoint = new Point2D() { X = item.CenterX, Y = item.CenterY };
}
}
TraceLogger?.AddMessage(string.Format("Max strain EpsilonMax = {0}, at point x = {1}, y = {2}", maxStrain, maxPoint.X, maxPoint.Y), TraceLogStatuses.Debug);
TraceLogger?.AddMessage(string.Format("Min strain EpsilonMin = {0}, at point x = {1}, y = {2}", minStrain, minPoint.X, minPoint.Y), TraceLogStatuses.Debug);
}
private void TraceStrainAndStiffness(IStrainMatrix strain, IStiffnessMatrix stiffness)
{
TraceLogger?.AddMessage("Stiffness matrix");
TraceLogger?.AddMessage(string.Format("D11 = {0}, D12 = {1}, D13 = {2}", stiffness[0, 0], stiffness[0, 1], stiffness[0, 2]));
TraceLogger?.AddMessage(string.Format("D21 = {0}, D22 = {1}, D23 = {2}", stiffness[1, 0], stiffness[1, 1], stiffness[1, 2]));
TraceLogger?.AddMessage(string.Format("D31 = {0}, D32 = {1}, D33 = {2}", stiffness[2, 0], stiffness[2, 1], stiffness[2, 2]));
TraceLogger?.AddMessage("Checking equilibrium equations");
var exitMx = stiffness[0, 0] * strain.Kx + stiffness[0, 1] * strain.Ky + stiffness[0, 2] * strain.EpsZ;
var exitMy = stiffness[1, 0] * strain.Kx + stiffness[1, 1] * strain.Ky + stiffness[1, 2] * strain.EpsZ;
var exitNz = stiffness[2, 0] * strain.Kx + stiffness[2, 1] * strain.Ky + stiffness[2, 2] * strain.EpsZ;
TraceLogger?.AddMessage(string.Format("D11 * kx + D12 * ky + D13 * epsz =\n {0} * {1} + {2} * {3} + {4} * {5} = {6}",
stiffness[0, 0], strain.Kx,
stiffness[0, 1], strain.Ky,
stiffness[0, 2], strain.EpsZ,
exitMx
));
TraceLogger?.AddMessage(string.Format("D12 * kx + D22 * ky + D23 * epsz =\n {0} * {1} + {2} * {3} + {4} * {5} = {6}",
stiffness[1, 0], strain.Kx,
stiffness[1, 1], strain.Ky,
stiffness[1, 2], strain.EpsZ,
exitMy
));
TraceLogger?.AddMessage(string.Format("D31 * kx + D32 * ky + D33 * epsz =\n {0} * {1} + {2} * {3} + {4} * {5} = {6}",
stiffness[2, 0], strain.Kx,
stiffness[2, 1], strain.Ky,
stiffness[2, 2], strain.EpsZ,
exitNz
));
TraceLogger?.AddMessage($"Output force combination");
var outputTuple = new ForceTuple()
{
Mx = exitMx,
My = exitMy,
Nz = exitNz
};
TraceLogger?.AddEntry(new TraceTablesFactory().GetByForceTuple(outputTuple));
}
public object Clone()
{
var newItem = new ForceTupleCalculator();
return newItem;
}
private static void ShowResultToConsole(ILoaderResults result)
{
var strain = result.StrainMatrix;
//MessageBox.Show($" Текущие результаты в {result.IterationCounter} итерации:");
}
private void ShowResultToTrace(ILoaderResults result)
{
var strain = result.StrainMatrix;
TraceLogger?.AddMessage($"Iteration {result.IterationCounter}, current accuracy rate {result.AccuracyRate}", TraceLogStatuses.Debug,100);
}
}
}