Hello FEAP community,
I am attempting to run dynamic mechanical simulations considering an arbitrarily large (ie. infinite) domain. For the solid quasi-static elastic part, use of a self-programmed infinite domain element on the structure boundary produces good results and converges quadratically. To handle boundary reflections, I have applied a FEAP Lysmer element (LABC) to the boundary of the finite region (between the finite domain elements and the infinite domain elements), and again the results are favorable. However, using the Lysmer surface element causes the each time step to converge linearly. Is this expected behavior? Could someone point me to literature on the matter?
Thanks and best regards,
wklausler