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cantilever sinusoidal response
Posted 28 août 2016, 07:28 UTC−4 0 Replies
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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
Hello Dipta
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