I have read the text about SmitcSolver. Then I read the tutorial 5: Smitc solver - Eigenmodes of an elastic plate. In that example deflection was set to 0 to simulate "fixed" bondary condition. What should I do in order to take into account the typical conditions for thin plates: simply supported, free etc. ? is „Deflection” parameter enough?
I want to get the natural frequencies of the rectangular plate clamped on one edge and free on the other three.
Numerical methods and mathematical models of Elmer
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