Large Deflection Models

Does any of the Mecway solvers handle structures with large deflections? If so, how would you approach that?
Thanks

Comments

  • Set the solver to CCX and analysis type to Nonlinear Static or Dynamic 3D, then large displacements will be treated properly.
  • Thank you, Victor
Sign In or Register to comment.

Howdy, Stranger!

It looks like you're new here. If you want to get involved, click one of these buttons!