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Why PML in structural mechanics module doesn't work?
Posted 2 mars 2010, 01:25 UTC−5 0 Replies
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First one, I define the PML(click 'absorb in x direction') to be on the left half of the beam and
solve the frequency response by applying a harmonic force on the right hand side wall.
Result: Enclosed please find the attachment 'deg0.gif'
Second one is an identical model, but its geometry is rotated 45 degrees (click 'absorb in x & y direction').
Result: Enclosed please find the attachment 'deg45.gif'
Why PML doesn't work in the second one?
Is there any PML solution for a rotated model?
Thanks!
Hello feng-chia hsu
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