Dear Researchers,
I have a question and I hope that someone can give me answer as soon as possible.
I am performing FSI of a large wind turbine Using monolithic approach. So, I receive from the structural solver deformations and rotations (vector of 3-deformations) and (Rotation vector with 3 components). due to the different coordinate systems in both fluid and structure solvers, coordinate transformations are needed. Deformations can be transformed by means of either Euler angles or sequence of direct transformations (no need for translations as they share the same origin).
The main question is: Is it also the same for the rotation vector? if no, please how can I do that transformation?
PS:
I receive the rotation vector and then normalizied it to transform it later to quaternion. Euler angles can be then calculated from that quaternion.
Best regards
Mohamed