I have a Finite Element Model (FEM) and from this model I want to transform the stresses of one element such that they align to another element's axis.
Element A:
- Centroid: [7195, 5151, 479]
- Direction: [0.921, 0.374, 0.106, 0.370, -0.927, 0.047, 0.116, -0.004, -0.993]
- Stresses: XX = 373.17, YY = -49.00, XY = 45.92
Element B:
- Centroid: [7279, 5185, 492]
- Direction: [0.928, 0.357, 0.096, -0.354, 0.993, -0.046, -0.106, 0.008, 0.994]
- Stresses: XX = 278.64, YY = 13.62, XY = -10.84
These two elements are apart of the same panel from the model, however they are not aligned equally. How would I go about transforming Element A so that it is aligned with Element B? Or another way of asking the question is, how do I treat the global axis of the system as the local axis of Element B?
The final stress values I should expect for Element A are:
- XX = 374.6
- YY = -50.5
- XY = -38.4