public double[,] CreateGlobalStiffnessMatrix()
{
double ksi1 = ClosestPointProjection();
if (Math.Abs(ksi1) <= 1.05)
{
Tuple <double[, ], double[, ]> positionMatrices = CalculatePositionMatrix(ksi1);
double[,] aMatrix = positionMatrices.Item1;
double[,] daMatrix = positionMatrices.Item2;
Tuple <double[], double, double[]> surfaceCharacteristics = SurfaceGeometry(daMatrix);
double m11 = surfaceCharacteristics.Item2;
double[] dRho = surfaceCharacteristics.Item1;
double[] n = surfaceCharacteristics.Item3;
double ksi3 = CalculateNormalGap(aMatrix, n);
if (ksi3 <= 0)
{
double[,] mainPart = CalculateMainStiffnessPart(ksi1, n);
double[,] rotationalPart = CalculateRotationalStiffnessPart(aMatrix, daMatrix, n, ksi3, m11, dRho);
double[,] globalStiffnessMatrix = MatrixOperations.MatrixAddition(mainPart, rotationalPart);
return(globalStiffnessMatrix);
}
else
{
double[,] globalStifnessMatrix = new double[6, 6];
return(globalStifnessMatrix);
}
}
else
{
double[,] globalStifnessMatrix = new double[6, 6];
return(globalStifnessMatrix);
}
}
public double[,] CreateGlobalStiffnessMatrix()
{
double[,] globalStiffnessMatrix;
double[,] normalStiffnessMatrix;
double[,] tangentialStiffnessMatrix;
double penetration = CalculateNormalGap();
if (penetration <= 0)
{
normalStiffnessMatrix = CalculateNormalStiffnessMatrix();
double tangentialTraction = CalculateTangentialTraction();
double phi = ReturnMappingScheme(tangentialTraction, penetration);
if (phi <= 0)
{
tangentialStiffnessMatrix = CalculateTangentialStiffnessMatrixForStick();
}
else
{
tangentialStiffnessMatrix = CalculateTangentialStiffnessMatrixForSlip(tangentialTraction);
}
globalStiffnessMatrix = MatrixOperations.MatrixAddition(normalStiffnessMatrix, tangentialStiffnessMatrix);
return(globalStiffnessMatrix);
}
else
{
globalStiffnessMatrix = new double[4, 4];
return(globalStiffnessMatrix);
}
}
public double[,] CreateGlobalStiffnessMatrix()
{
double[,] K = new double[24, 24];
double[,] E = CalculateStressStrainMatrix(Properties.YoungMod, Properties.PoissonRatio);
for (int i = 0; i < 2; i++)
{
for (int j = 0; j < 2; j++)
{
for (int k = 0; k < 2; k++)
{
double[] gP = GaussPoints(i, j, k).Item1;
double[] gW = GaussPoints(i, j, k).Item2;
Dictionary <string, double[]> localdN = CalculateShapeFunctionsLocalDerivatives(gP);
double[,] J = CalculateJacobian(localdN);
double[,] invJ = CalculateInverseJacobian(J).Item1;
double detJ = CalculateInverseJacobian(J).Item2;
Dictionary <int, double[]> globaldN = CalculateShapeFunctionsGlobalDerivatives(localdN, invJ);
double[,] B = CalculateBMatrix(globaldN);
K = MatrixOperations.MatrixAddition(K, MatrixOperations.ScalarMatrixProductNew(detJ * gW[0] * gW[1] * gW[2],
MatrixOperations.MatrixProduct(MatrixOperations.Transpose(B), MatrixOperations.MatrixProduct(E, B))));
}
}
}
return(K);
}
public void RunExample()
{
double[,] matrix1 = MatrixOperations.CreateRandomMatrix(2000, 2000);
double[,] matrix2 = MatrixOperations.CreateRandomMatrix(2000, 2000);
double[] vector1 = VectorOperations.CreateRandomVector(2000);
double[,] result1, result2, result1b, result2b;
double[] result1c, result2c;
double result1d, result2d;
MatrixOperations.ParallelCalculations = false;
Stopwatch watch1 = Stopwatch.StartNew();
result1 = MatrixOperations.MatrixAddition(matrix1, matrix2);
result1b = MatrixOperations.MatrixProduct(matrix1, matrix2);
result1c = VectorOperations.MatrixVectorProduct(result1b, vector1);
result1d = VectorOperations.VectorNorm2(result1c);
long first = watch1.ElapsedMilliseconds;
MatrixOperations.ParallelCalculations = true;
Stopwatch watch2 = Stopwatch.StartNew();
result2 = MatrixOperations.MatrixAddition(matrix1, matrix2);
result2b = MatrixOperations.MatrixProduct(matrix1, matrix2);
//result2 = MatrixOperations.TempVariable;
result2c = VectorOperations.MatrixVectorProduct(result2b, vector1);
result2d = VectorOperations.VectorNorm2(result2c);
long second = watch2.ElapsedMilliseconds;
string timeForCalculations = "Elapsed time for single threaded operation: " + first.ToString() + " -Result is:" + result1d + "\n" + "Elapsed time for multithreaded operation: " + second.ToString() + " -Result is:" + result2d;
OnTimeElapsed(timeForCalculations);
}
private double[,] CalculateHatMMatrix()
{
double[,] a0M = MatrixOperations.ScalarMatrixProductNew(a0, massMatrix);
double[,] a1C = MatrixOperations.ScalarMatrixProductNew(a1, dampingMatrix);
double[,] hutM = MatrixOperations.MatrixAddition(a0M, a1C);
return(hutM);
}
public double[,] CreateGlobalStiffnessMatrix()
{
double[] ksiVector = Project(new double[2]);
if (Math.Abs(ksiVector[0]) <= 1.05 && ksiVector[1] <= 1.05)
{
Tuple <double[, ], double[, ], double[, ]> aMatrices = CalculatePositionMatrix(ksiVector[0], ksiVector[1]);
List <double[]> dRho = SurfaceVectors(ksiVector[0], ksiVector[1]);
double[,] m = MetricTensor(dRho);
double[] n = NormalVector(m, dRho);
double[] xUpdated = xUpdatedVector();
double ksi3 = CalculatePenetration(n, aMatrices.Item1, xUpdated);
if (ksi3 <= 0)
{
double[,] Km = MainStiffnessPart(PenaltyFactor, n, aMatrices.Item1);
double[,] Kr = RotationalStiffnessPart(PenaltyFactor, n, aMatrices.Item1, aMatrices.Item2, aMatrices.Item3, dRho, ksi3);
double[,] K = MatrixOperations.MatrixAddition(Km, Kr);
return(K);
}
else
{
return(new double[15, 15]);
}
}
else
{
return(new double[15, 15]);
}
}
private double[,] RotationalStiffnessPart(double penaltyFactor, double[] normalVector, double[,] aMatrix, double[,] a1Matrix, double[,] a2Matrix, List <double[]> dRho, double ksi3)
{
double[,] m = MetricTensor(dRho);
double[,] mInv = InverseMetricTensor(m);
double scalar1 = penaltyFactor * ksi3 * mInv[0, 0];
double scalar2 = penaltyFactor * ksi3 * mInv[1, 0];
double scalar3 = penaltyFactor * ksi3 * mInv[0, 1];
double scalar4 = penaltyFactor * ksi3 * mInv[1, 1];
double[,] mat11 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(a1Matrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(normalVector, dRho[0]), aMatrix));
double[,] mat12 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(aMatrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(dRho[0], normalVector), a1Matrix));
double[,] mat21 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(a1Matrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(normalVector, dRho[1]), aMatrix));
double[,] mat22 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(aMatrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(dRho[0], normalVector), a2Matrix));
double[,] mat31 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(a2Matrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(normalVector, dRho[0]), aMatrix));
double[,] mat32 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(aMatrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(dRho[1], normalVector), a1Matrix));
double[,] mat41 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(a2Matrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(normalVector, dRho[1]), aMatrix));
double[,] mat42 = MatrixOperations.MatrixProduct(MatrixOperations.Transpose(aMatrix), MatrixOperations.MatrixProduct(VectorOperations.VectorVectorTensorProduct(dRho[1], normalVector), a2Matrix));
double[,] mat1 = MatrixOperations.MatrixAddition(mat11, mat12);
double[,] mat2 = MatrixOperations.MatrixAddition(mat21, mat22);
double[,] mat3 = MatrixOperations.MatrixAddition(mat31, mat32);
double[,] mat4 = MatrixOperations.MatrixAddition(mat41, mat42);
double[,] Kr = MatrixOperations.MatrixAddition(MatrixOperations.MatrixAddition(MatrixOperations.MatrixAddition(MatrixOperations.ScalarMatrixProductNew(scalar1, mat1),
MatrixOperations.ScalarMatrixProductNew(scalar2, mat2)),
MatrixOperations.ScalarMatrixProductNew(scalar3, mat3)),
MatrixOperations.ScalarMatrixProductNew(scalar4, mat4));
return(Kr);
}
private double[,] CalculateHatMMatrix()
{
double[,] TotalMassMatrix;
double[,] TotalDampingMatrix;
if (CustomMassMatrix != null)
{
TotalMassMatrix = CustomMassMatrix;
TotalDampingMatrix = CustomDampingMatrix;
}
else
{
TotalMassMatrix = Assembler.CreateTotalMassMatrix();
TotalDampingMatrix = Assembler.CreateTotalDampingMatrix();
}
double[,] a0M = MatrixOperations.ScalarMatrixProductNew(a0, TotalMassMatrix);
double[,] a1C = MatrixOperations.ScalarMatrixProductNew(a1, TotalDampingMatrix);
double[,] hutM = MatrixOperations.MatrixAddition(a0M, a1C);
return(hutM);
}
private double[] CalculateHatRVectorNL(int i)
{
Assembler.UpdateDisplacements(explicitSolution[i - 1]);
double[,] totalMassMatrix = Assembler.CreateTotalMassMatrix();
double[,] totalDampingMatrix = Assembler.CreateTotalDampingMatrix();
double[,] a2M = MatrixOperations.ScalarMatrixProductNew(a2, totalMassMatrix);
double[,] a0M = MatrixOperations.ScalarMatrixProductNew(a0, totalMassMatrix);
double[,] a1C = MatrixOperations.ScalarMatrixProductNew(-a1, totalDampingMatrix);
double[,] hutM = MatrixOperations.MatrixAddition(a0M, a1C);
double[] F = Assembler.CreateTotalInternalForcesVector();
double[] hatPreviousU = VectorOperations.MatrixVectorProduct(hutM, explicitSolution[i - 2]);
double[] a2Mut = VectorOperations.MatrixVectorProduct(a2M, explicitSolution[i - 1]);
double[] hatR1 = VectorOperations.VectorVectorSubtraction(ExternalForcesVector, F);
double[] hatR2 = VectorOperations.VectorVectorSubtraction(a2Mut, hatPreviousU);
double[] hatRtotal = VectorOperations.VectorVectorAddition(hatR1, hatR2);
return(hatRtotal);
}
private double[,] CalculateRotationalStiffnessPart(double[,] A, double[,] dA, double[] n, double ksi3, double m11, double[] dRho)
{
double coef = PenaltyFactor * ksi3 * m11;
double[,] rotationalPart;
double[,] n_x_dRho = VectorOperations.VectorVectorTensorProduct(n, dRho);
double[,] dRho_x_n = VectorOperations.VectorVectorTensorProduct(dRho, n);
double[,] firstTerm = MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(dA),
MatrixOperations.MatrixProduct(n_x_dRho, A)
);
double[,] secondTerm = MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(A),
MatrixOperations.MatrixProduct(dRho_x_n, dA)
);
rotationalPart = MatrixOperations.ScalarMatrixProductNew(
coef,
MatrixOperations.MatrixAddition(firstTerm, secondTerm)
);
return(rotationalPart);
}
private double[,] CalculateRotationalStiffnessPart(double[,] A, double[,] dA, double[] n, double ksi3, double m11, double[] dRho)
{
double coef = PenaltyFactor * ksi3 * m11;
double[,] rotationalPart;
double[,] n_x_dRho = VectorOperations.VectorVectorTensorProduct(n, dRho);
double[,] dRho_x_n = VectorOperations.VectorVectorTensorProduct(dRho, n);
double[,] firstTerm = MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(dA),
MatrixOperations.MatrixProduct(n_x_dRho, A)
);
double[,] secondTerm = MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(A),
MatrixOperations.MatrixProduct(dRho_x_n, dA)
);
rotationalPart = MatrixOperations.ScalarMatrixProductNew(
coef,
MatrixOperations.MatrixAddition(firstTerm, secondTerm)
);
//double[,] rotationalPart = new double[6, 6];
//double N1 = 1 / 2 * (1 - ksi1);
//double N2 = 1 / 2 * (1 + ksi1);
//double coef = PenaltyFactor * ksi3 * m11;
//rotationalPart[0, 0] = -coef * N1 * drho[0] * n[0];
//rotationalPart[0, 1] = -coef * (N1 * drho[0] * n[1] / 2) - coef * (N1 * drho[1] * n[0] / 2);
//rotationalPart[0, 2] = coef * (N1 * drho[0] * n[0] / 2) - coef * (N2 * drho[0] * n[0] / 2);
//rotationalPart[0, 3] = coef * (N1 * drho[0] * n[1] / 2) - coef * (N2 * drho[1] * n[0] / 2);
//rotationalPart[0, 4] = coef * (drho[0] * n[0] / 2);
//rotationalPart[0, 5] = coef * (drho[1] * n[0] / 2) - coef * (N1 * drho[0] * n[1]);
//rotationalPart[1, 0] = rotationalPart[0, 1];
//rotationalPart[1, 1] = -coef * N1 * drho[1] * n[1];
//rotationalPart[1, 2] = coef * (N1 * drho[1] * n[0] / 2) - coef * (N2 * drho[0] * n[1] / 2);
//rotationalPart[1, 3] = coef * (N1 * drho[1] * n[1] / 2) - coef * (N2 * drho[1] * n[1] / 2);
//rotationalPart[1, 4] = coef * drho[0] * n[1] / 2;
//rotationalPart[1, 5] = coef * (drho[1] * n[1] / 2) - coef * (N1 * drho[1] * n[1]);
return(rotationalPart);
}
public double[,] CreateGlobalStiffnessMatrix()
{
int nodesNumber = Properties.MasterSegmentPolynomialDegree + Properties.SlaveSegmentPolynomialDegree + 2;
double[,] globalStifnessMatrix = new double[2 * nodesNumber, 2 * nodesNumber];
for (int i = 0; i < Properties.IntegrationPoints; i++)
{
double ksi2 = GaussPoints(i).Item1;
double gW = GaussPoints(i).Item2;
double ksi1 = Project(0.0, ksi2);
if (Math.Abs(ksi1) <= 1.05)
{
Tuple <double[, ], double[, ], double[, ], double[, ], double[, ]> positionMatrices = CalculatePositionMatrix(ksi1, ksi2);
double[,] aMatrix = positionMatrices.Item1;
double[,] daMatrix = positionMatrices.Item2;
double[,] da2Matrix = positionMatrices.Item3;
Tuple <double[], double, double[], double[], double> masterSurfaceCharacteristics = MasterSegmentGeometry(daMatrix, da2Matrix);
double m11 = masterSurfaceCharacteristics.Item2;
double[] dRho = masterSurfaceCharacteristics.Item1;
double[] n = masterSurfaceCharacteristics.Item3;
double h11 = masterSurfaceCharacteristics.Item5;
double ksi3 = CalculatePenetration(aMatrix, n);
if (ksi3 <= 0)
{
double slaveMetricTensor = SlaveSegmentGeometry(positionMatrices.Item4, positionMatrices.Item5).Item2;
double[,] mainPart = CalculateMainStiffnessPart(ksi1, ksi2, n);
double[,] rotationalPart = CalculateRotationalStiffnessPart(aMatrix, daMatrix, n, ksi3, m11, dRho);
double[,] curvaturePart = CalculateCurvatureStiffnessPart(aMatrix, ksi3, m11, dRho, h11);
double scalar = Math.Pow(slaveMetricTensor, 0.5) * gW;
double[,] StifnessMatrix = MatrixOperations.ScalarMatrixProductNew(scalar, MatrixOperations.MatrixAddition(MatrixOperations.MatrixAddition(mainPart, rotationalPart),
curvaturePart));
globalStifnessMatrix = MatrixOperations.MatrixAddition(globalStifnessMatrix, StifnessMatrix);
}
}
}
return(globalStifnessMatrix);
}
private double[,] CalculateHatKMatrixNewmark(List <double> aConstants)
{
double[,] TotalMassMatrix;
double[,] TotalDampingMatrix;
double[,] TotalStiffnessMatrix;
if (CustomMassMatrix != null)
{
TotalMassMatrix = CustomMassMatrix;
TotalDampingMatrix = CustomDampingMatrix;
TotalStiffnessMatrix = CustomStiffnessMatrix;
}
else
{
TotalMassMatrix = Assembler.CreateTotalMassMatrix();
TotalDampingMatrix = Assembler.CreateTotalDampingMatrix();
TotalStiffnessMatrix = Assembler.CreateTotalStiffnessMatrix();
}
double[,] a0M = MatrixOperations.ScalarMatrixProductNew(aConstants[0], TotalMassMatrix);
double[,] a1C = MatrixOperations.ScalarMatrixProductNew(aConstants[1], TotalDampingMatrix);
double[,] hutK = MatrixOperations.MatrixAddition(TotalStiffnessMatrix,
MatrixOperations.MatrixAddition(a0M, a1C));
return(hutK);
}
public double[,] CreateGlobalStiffnessMatrix()
{
double ksi1 = Project(0.0);
if (Math.Abs(ksi1) <= 1.05)
{
Tuple <double[, ], double[, ], double[, ]> positionMatrices = CalculatePositionMatrix(ksi1);
double[,] aMatrix = positionMatrices.Item1;
double[,] daMatrix = positionMatrices.Item2;
double[,] da2Matrix = positionMatrices.Item3;
Tuple <double[], double, double[], double[], double> surfaceCharacteristics = MasterSegmentGeometry(daMatrix, da2Matrix);
double m11 = surfaceCharacteristics.Item2;
double[] dRho = surfaceCharacteristics.Item1;
double[] n = surfaceCharacteristics.Item3;
double h11 = surfaceCharacteristics.Item5;
double ksi3 = CalculatePenetration(aMatrix, n);
if (ksi3 <= 0)
{
double[,] mainPart = CalculateMainStiffnessPart(ksi1, n);
double[,] rotationalPart = CalculateRotationalStiffnessPart(aMatrix, daMatrix, n, ksi3, m11, dRho);
double[,] curvaturePart = CalculateCurvatureStiffnessPart(aMatrix, ksi3, m11, dRho, h11);
double[,] globalStiffnessMatrix = MatrixOperations.MatrixAddition(MatrixOperations.MatrixAddition(mainPart, rotationalPart), curvaturePart);
return(globalStiffnessMatrix);
}
else
{
double[,] globalStifnessMatrix = new double[8, 8];
return(globalStifnessMatrix);
}
}
else
{
double[,] globalStifnessMatrix = new double[8, 8];
return(globalStifnessMatrix);
}
}
public double[,] CreateGlobalStiffnessMatrix()
{
//double ksi1 = ClosestPointProjection();
if (counter == 1)
{
Ksi1Initial = Ksi1Current;
}
counter = counter + 1;
if (Math.Abs(Ksi1Current) <= 1.05)
{
Tuple <double[, ], double[, ]> positionMatrices = CalculatePositionMatrix(Ksi1Current);
double[,] aMatrix = positionMatrices.Item1;
double[,] daMatrix = positionMatrices.Item2;
Tuple <double[], double, double[], double[], double> surfaceCharacteristics = SurfaceGeometry(daMatrix);
double m11 = surfaceCharacteristics.Item2;
double[] dRho = surfaceCharacteristics.Item1;
double[] n = surfaceCharacteristics.Item3;
double[] tVector = surfaceCharacteristics.Item4;
double detM = surfaceCharacteristics.Item5;
double ksi3 = CalculateNormalGap(aMatrix, n);
if (ksi3 <= 0)
{
double[,] sN = CalculateMainStiffnessPart(Ksi1Current, n);
double deltaKsi = CalculateTangentialVelocity(Ksi1Current, Ksi1Initial);
double Tr1 = CalculateTangentialTraction(deltaKsi, detM);
double phi = Math.Sqrt(Tr1 * Tr1 * m11) - FrictionCoef * PenaltyFactor * Math.Abs(ksi3);
if (phi <= 0.0)
{
double T1 = Tr1;
double[,] sT1 = MatrixOperations.ScalarMatrixProductNew(TangentPenaltyFactor,
MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(aMatrix),
MatrixOperations.MatrixProduct(
VectorOperations.VectorVectorTensorProduct(tVector, tVector), aMatrix)));
double[,] sT2 = MatrixOperations.ScalarMatrixProductNew(T1 * m11,
MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(daMatrix),
MatrixOperations.MatrixProduct(
VectorOperations.VectorVectorTensorProduct(tVector, tVector), aMatrix)));
double[,] sT = MatrixOperations.MatrixAddition(
MatrixOperations.ScalarMatrixProductNew(-1.0, sT1),
MatrixOperations.MatrixAddition(sT2,
MatrixOperations.Transpose(sT2)));
double[,] globalStiffnessMatrix = MatrixOperations.MatrixAddition(sN, sT);
return(globalStiffnessMatrix);
}
else
{
double T1 = (Tr1 / Math.Abs(Tr1)) * mhid * PenaltyFactor * Math.Abs(ksi3) * Math.Sqrt(detM);
double[,] sT1 = MatrixOperations.ScalarMatrixProductNew(mhid * PenaltyFactor * (Tr1 / Math.Abs(Tr1)),
MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(aMatrix),
MatrixOperations.MatrixProduct(
VectorOperations.VectorVectorTensorProduct(tVector, n), aMatrix)));
double[,] sT2 = MatrixOperations.ScalarMatrixProductNew(mhid * PenaltyFactor * Math.Abs(ksi3) * (Tr1 / Math.Abs(Tr1)) * Math.Sqrt(m11),
MatrixOperations.MatrixProduct(
MatrixOperations.Transpose(daMatrix),
MatrixOperations.MatrixProduct(
VectorOperations.VectorVectorTensorProduct(tVector, tVector), aMatrix)));
double[,] sT = MatrixOperations.MatrixAddition(
MatrixOperations.ScalarMatrixProductNew(-1.0, sT1),
MatrixOperations.MatrixAddition(sT2,
MatrixOperations.Transpose(sT2)));
double[,] globalStiffnessMatrix = MatrixOperations.MatrixAddition(sN, sT);
return(globalStiffnessMatrix);
}
//double[,] rotationalPart = CalculateRotationalStiffnessPart(aMatrix, daMatrix, n, ksi3, m11, dRho);
//double[,] globalStiffnessMatrix = MatrixOperations.MatrixAddition(mainPart, rotationalPart);
}
else
{
double[,] globalStifnessMatrix = new double[6, 6];
return(globalStifnessMatrix);
}
}
else
{
double[,] globalStifnessMatrix = new double[6, 6];
return(globalStifnessMatrix);
}
}
public double[,] CreateMassMatrix()
{
double[,] M = new double[16, 16];
double Mtot = new double();
//double scalar = 28.24;
//double[,] M = MatrixOperations.CreateDiagonalMatrix(8, scalar);
double[,] consinstentMass = new double[16, 16];
for (int i = 0; i < 3; i++)
{
for (int j = 0; j < 3; j++)
{
double[] gP = GaussPoints(i, j).Item1;
double[] gW = GaussPoints(i, j).Item2;
Dictionary <string, double[]> localdN = CalculateShapeFunctionsLocalDerivatives(gP);
double[,] J = CalculateJacobian(localdN);
double detJ = CalculateInverseJacobian(J).Item2;
double[,] Nmatrix = CalculateShapeFunctionMatrix(gP[0], gP[1]);
consinstentMass = MatrixOperations.MatrixAddition(consinstentMass, MatrixOperations.ScalarMatrixProductNew(Properties.Density * Properties.Thickness * detJ * gW[0] * gW[1],
MatrixOperations.MatrixProduct(MatrixOperations.Transpose(Nmatrix), Nmatrix)));
Mtot += Properties.Density * Properties.Thickness * detJ * gW[0] * gW[1];
}
}
double c = Mtot / MatrixOperations.Trace(consinstentMass);
//M = consinstentMass;
for (int i = 0; i <= 15; i++)
{
M[i, i] = c * consinstentMass[i, i];
}
//for (int i = 0; i <= 15; i++)
//{
// for (int j = 0; j <= 15; j++)
// {
// M[i, i] += Math.Abs(consinstentMass[i, j]);
// }
//}
//-------------------------------------------------------------------
//double[,] tempM = MatrixOperations.CreateDiagonalMatrix(8, 1.0);
//double length = 0.3;
//double scalar = Properties.Density * Properties.Thickness * length * (length / 3.0) / 4.0;
//double[,] M = MatrixOperations.ScalarMatrixProductNew(scalar, tempM);
//double waveSpeed = Math.Sqrt(Properties.YoungMod / Properties.Density);
//double deltatCritical = length * Math.Sqrt(1.0 - 0.33) / waveSpeed;
//--------------------------------------------------------------
//for (int i = 0; i < 2; i++)
//{
// for (int j = 0; j < 2; j++)
// {
// double[] gP = GaussPoints(i, j).Item1;
// double[] gW = GaussPoints(i, j).Item2;
// Dictionary<string, double[]> localdN = CalculateShapeFunctionsLocalDerivatives(gP);
// double[,] J = CalculateJacobian(localdN);
// double[,] invJ = CalculateInverseJacobian(J).Item1;
// double detJ = CalculateInverseJacobian(J).Item2;
// double[,] Nmatrix = CalculateShapeFunctionMatrix(gP[i], gP[j]);
// M = MatrixOperations.MatrixAddition(M, MatrixOperations.ScalarMatrixProductNew(Properties.Density * Properties.Thickness * detJ * gW[i] * gW[j],
// MatrixOperations.MatrixProduct(MatrixOperations.Transpose(Nmatrix), Nmatrix)));
// }
//}
//--------------------------------------------------------
//for (int i = 0; i < 8; i++)
//{
// M[i, i] = 4.0;
//}
//for (int i = 0; i < 6; i++)
//{
// M[i, i + 2] = 2.0;
// M[i + 2, i] = 2.0;
//}
//for (int i = 0; i < 4; i++)
//{
// M[i, i + 4] = 1.0;
// M[i + 4, i] = 1.0;
//}
//for (int i = 0; i < 2; i++)
//{
// M[i, i + 6] = 2.0;
// M[i + 6, i] = 2.0;
//}
//M = MatrixOperations.ScalarMatrixProductNew(0.67 * 0.8 * Properties.Density * Properties.Thickness / 32, M);
//MatrixOperations.PrintMatrix(M);
return(M);
}
