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Frequency Domain Analysis
Posted 31 ott 2012, 11:47 GMT-4 Parameters, Variables, & Functions, Structural Mechanics Version 4.3 3 Replies
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Hi,
I am trying to simulate a 3-D beam in COMSOL v4.3. This beam is free in one end, and in the other end, I want to applied a sinusoidal boundary displacement input D(t)= Damp*sin(2*pi*f*t).
In the Frequency Domain study, I can add varying frequencies, but how to apply that boundary excitation? I am not using structural mechanics modulus but using PDE weak forms instead.
Thank you very much
Dan
I am trying to simulate a 3-D beam in COMSOL v4.3. This beam is free in one end, and in the other end, I want to applied a sinusoidal boundary displacement input D(t)= Damp*sin(2*pi*f*t).
In the Frequency Domain study, I can add varying frequencies, but how to apply that boundary excitation? I am not using structural mechanics modulus but using PDE weak forms instead.
Thank you very much
Dan
3 Replies Last Post 1 nov 2012, 02:55 GMT-4