public Element1D[] GetStiffnessMatrices()
{
for (int elem = 0; elem < localNode1.Length; elem++)
{
double[] elementNodesX = { nodesX[localNode1[elem] - 1], nodesX[localNode2[elem] - 1] };
double[] elementNodesY = { nodesY[localNode1[elem] - 1], nodesY[localNode2[elem] - 1] };
switch (elementType[elem])
{
case "Beam":
beamElementsList[elem] = new EulerBernoulli1DElement(E[elem], A[elem], I[elem], elementNodesX, elementNodesY);
break;
case "Bar":
beamElementsList[elem] = new Bar1DElement(E[elem], A[elem], elementNodesX, elementNodesY);
break;
case "NLBeam":
beamElementsList[elem] = new NLEulerBernoulli1DElement(E[elem], A[elem], I[elem], elementNodesX, elementNodesY);
break;
}
beamElementsList[elem].CalculateInitialValues();
}
return(beamElementsList);
}
public double[] CreateTotalInternalForcesVector()
{
int totalNodes = nodesX.Length;
int totalElements = localNode1.Length;
//double[] internalForcesTotalVector = new double[totalNodes*3];
for (int element = 0; element < totalElements; element++)
{
int[] dof = { localNode1[element] * 3 - 2, localNode1[element] * 3 - 1, localNode1[element] * 3, localNode2[element] * 3 - 2, localNode2[element] * 3 - 1, localNode2[element] * 3 };
NLEulerBernoulli1DElement nonLinearBeamElement = beamElementsList[element] as NLEulerBernoulli1DElement;
for (int i = 0; i < 6; i++)
{
internalForcesTotalVector[dof[i] - 1] = internalForcesTotalVector[dof[i] - 1] + nonLinearBeamElement.internalGlobalForcesVector[i];
}
}
return(internalForcesTotalVector);
}
