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cantilever sinusoidal response

Posted Aug 28, 2016, 7:28 a.m. EDT 0 Replies

Dipta
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Hello everyone.
I am new to COMSOL. I am trying to do a time dependent analysis of a cantilever beam. The resonant Frequency of the beam is 200kHz. I have applied a boundary load on the top boundary of the cantilever . the value of the force is (10^-6)*sin(2*pi*200*t[kHz]). I am expecting a sinusoidal displacement but the result is not accurate. Please help me. Is there any other way to apply the force? Thank you in advance.

Dipta
0 Replies Last Post Aug 28, 2016, 7:28 a.m. EDT
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