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04-13-2017 03:54 AM

Sir

I am having a Cylindrical structure where, i want to run a harmonic response analysis to find the transfer function.

I have run a free free condition Normal mode analysis to find out the axial mode (along the length) The frequency is at 2500 Hz and i have run another normal mode analysis where i have constrained 5 DOF (Releasing the axial DOF) hear also i have got the Axial frequency around 2500 Hz.

But when i want to run them for response analysis, i have created a RBE2 element connecting at the bottom surface of the cylinder to a point which will simulate the base excitation, so I have constrained 5 DOF and I have Given 1 Enforced motion at the point, As soon i solve sol103 response analysis, the result is different from the normal mode analysis the axial frequency is shifted to 900Hz and when i plot the XY graph the resonance is in 900Hz not at 2500Hz

plz help to solve this problem

thank you

karthik

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04-17-2017 07:53 PM

First question: what does your handcalcl give as a frequency?

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04-18-2017 12:19 AM

sir

I am Getting 2500 hz in handcalulation and even impact hammer testing is also giving the same frequency of 2500Hz

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