Value points were added
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Evgeny Redikultsev
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using LoaderCalculator.Data.Matrix;
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using LoaderCalculator.Data.Ndms;
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using LoaderCalculator.Data.ResultData;
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using LoaderCalculator.Logics;
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using StructureHelperCommon.Models.Forces;
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using StructureHelperCommon.Models.Shapes;
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using StructureHelperCommon.Models;
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using System.Threading.Tasks;
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using StructureHelperCommon.Models.Calculators;
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using StructureHelperCommon.Infrastructures.Exceptions;
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namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
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{
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public class ForceTupleTraceResultLogic : IForceTupleTraceResultLogic
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{
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private ILoaderResults calcResult;
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private IEnumerable<INdm> ndmCollection;
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public IShiftTraceLogger? TraceLogger { get; set; }
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public ForceTupleTraceResultLogic(IEnumerable<INdm> ndmCollection)
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{
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this.ndmCollection = ndmCollection;
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}
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public void TraceResult(IResult result)
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{
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if (result is not IForcesTupleResult)
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{
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throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(result));
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}
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calcResult = ((IForcesTupleResult)result).LoaderResults;
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TraceLogger?.AddMessage($"Analysis is done succsesfully");
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TraceLogger?.AddMessage($"Current accuracy {calcResult.AccuracyRate} has achieved in {calcResult.IterationCounter} iteration", TraceLogStatuses.Debug);
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var strainMatrix = calcResult.ForceStrainPair.StrainMatrix;
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var stiffness = new StiffnessLogic().GetStiffnessMatrix(ndmCollection, strainMatrix);
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TraceLogger?.AddMessage(string.Format("Next strain were obtained kx = {0}, ky = {1}, epsz = {2}", strainMatrix.Kx, strainMatrix.Ky, strainMatrix.EpsZ));
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TraceMinMaxStrain(ndmCollection, strainMatrix);
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TraceStrainAndStiffness(strainMatrix, stiffness);
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}
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private void TraceMinMaxStrain(IEnumerable<INdm> ndmCollection, IStrainMatrix strainMatrix)
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{
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var stressLogic = new StressLogic();
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double minStrain = double.PositiveInfinity, maxStrain = double.NegativeInfinity;
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Point2D minPoint = new(), maxPoint = new();
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foreach (var item in ndmCollection)
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{
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var strain = stressLogic.GetTotalStrain(strainMatrix, item);
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if (strain < minStrain)
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{
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minStrain = strain;
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minPoint = new () { X = item.CenterX, Y = item.CenterY };
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}
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if (strain > maxStrain)
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{
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maxStrain = strain;
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maxPoint = new () { X = item.CenterX, Y = item.CenterY };
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}
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}
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TraceLogger?.AddMessage(string.Format("Max strain EpsilonMax = {0}, at point x = {1}, y = {2}", maxStrain, maxPoint.X, maxPoint.Y), TraceLogStatuses.Debug);
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TraceLogger?.AddMessage(string.Format("Min strain EpsilonMin = {0}, at point x = {1}, y = {2}", minStrain, minPoint.X, minPoint.Y), TraceLogStatuses.Debug);
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}
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private void TraceStrainAndStiffness(IStrainMatrix strain, IStiffnessMatrix stiffness)
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{
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var exitMx = stiffness[0, 0] * strain.Kx + stiffness[0, 1] * strain.Ky + stiffness[0, 2] * strain.EpsZ;
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var exitMy = stiffness[1, 0] * strain.Kx + stiffness[1, 1] * strain.Ky + stiffness[1, 2] * strain.EpsZ;
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var exitNz = stiffness[2, 0] * strain.Kx + stiffness[2, 1] * strain.Ky + stiffness[2, 2] * strain.EpsZ;
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var PrestressMatrix = new ForceLogic()
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.GetPrestressMatrix(new StiffnessLogic(), ndmCollection, strain);
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double mx = exitMx + PrestressMatrix.Mx;
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double my = exitMy + PrestressMatrix.My;
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double nz = exitNz + PrestressMatrix.Nz;
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TraceStiffnessMatrix(strain, stiffness, exitMx, exitMy, exitNz);
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TracePrestressMatrix(exitMx, exitMy, exitNz, PrestressMatrix, mx, my, nz);
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TraceOutputForceCombination(mx, my, nz);
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}
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private void TraceOutputForceCombination(double mx, double my, double nz)
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{
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TraceLogger?.AddMessage($"Output force combination");
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var outputTuple = new ForceTuple()
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{
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Mx = mx,
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My = my,
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Nz = nz
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};
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TraceLogger?.AddEntry(new TraceTablesFactory().GetByForceTuple(outputTuple));
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}
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private void TracePrestressMatrix(double exitMx, double exitMy, double exitNz, IForceMatrix PrestressMatrix, double mx, double my, double nz)
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{
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string prestressMatrix = string.Format("Prestress force matrix for current strain matrix: Mx = {0}, My = {1}, Nz = {2}",
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PrestressMatrix.Mx,
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PrestressMatrix.My,
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PrestressMatrix.Nz);
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TraceLogger?.AddMessage(prestressMatrix);
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string prestressForce = "Summary force matrix:";
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prestressForce += string.Format("\nMx = {0} + ({1}) = {2},\nMy = {3} + ({4}) = {5},\nNz = {6} + ({7}) = {8}",
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exitMx, PrestressMatrix.Mx, mx,
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exitMy, PrestressMatrix.My, my,
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exitNz, PrestressMatrix.Nz, nz
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);
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TraceLogger?.AddMessage(prestressForce, TraceLogStatuses.Debug);
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}
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private void TraceStiffnessMatrix(IStrainMatrix strain, IStiffnessMatrix stiffness, double exitMx, double exitMy, double exitNz)
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{
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TraceLogger?.AddMessage("Stiffness matrix");
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TraceLogger?.AddMessage(string.Format("D11 = {0}, D12 = {1}, D13 = {2}", stiffness[0, 0], stiffness[0, 1], stiffness[0, 2]));
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TraceLogger?.AddMessage(string.Format("D21 = {0}, D22 = {1}, D23 = {2}", stiffness[1, 0], stiffness[1, 1], stiffness[1, 2]));
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TraceLogger?.AddMessage(string.Format("D31 = {0}, D32 = {1}, D33 = {2}", stiffness[2, 0], stiffness[2, 1], stiffness[2, 2]));
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TraceLogger?.AddMessage("Checking equilibrium equations");
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TraceLogger?.AddMessage(string.Format("D11 * kx + D12 * ky + D13 * epsz =\n {0} * {1} + {2} * {3} + {4} * {5} = {6}",
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stiffness[0, 0], strain.Kx,
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stiffness[0, 1], strain.Ky,
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stiffness[0, 2], strain.EpsZ,
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exitMx
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));
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TraceLogger?.AddMessage(string.Format("D12 * kx + D22 * ky + D23 * epsz =\n {0} * {1} + {2} * {3} + {4} * {5} = {6}",
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stiffness[1, 0], strain.Kx,
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stiffness[1, 1], strain.Ky,
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stiffness[1, 2], strain.EpsZ,
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exitMy
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));
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TraceLogger?.AddMessage(string.Format("D31 * kx + D32 * ky + D33 * epsz =\n {0} * {1} + {2} * {3} + {4} * {5} = {6}",
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stiffness[2, 0], strain.Kx,
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stiffness[2, 1], strain.Ky,
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stiffness[2, 2], strain.EpsZ,
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exitNz
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));
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}
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}
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}
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@@ -0,0 +1,12 @@
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using LoaderCalculator.Data.Ndms;
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using LoaderCalculator.Data.ResultData;
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using StructureHelperCommon.Infrastructures.Interfaces;
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using StructureHelperCommon.Models.Calculators;
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namespace StructureHelperLogics.NdmCalculations.Analyses.ByForces
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{
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public interface IForceTupleTraceResultLogic : ILogic
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{
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void TraceResult(IResult result);
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}
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}
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