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September 11, 2019 at 2:55 am
YounesHB
SubscriberHello all,
I am new to ANSYS. I started working with ANSYS two weeks ago. I searched a lot (youtube, google, and here) about the thing that I am looking for and couldn't find a solution. Here is my problem:
I simulated a cantilever beam in ANSYS. I want to excite this beam either from the base (fixed-end) or with a hammering pulse at the free end. I want to extract the time histories of acceleration response of the structure for example for 5 different points of it and analyze them. My next goal is to also build the model in the lab and put accelerometers on the aforementioned locations to verify the results. I would appreciate a lot if you can help me with this problem. Looking forward to hearing from you.
Cheers,
Younes
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September 11, 2019 at 2:50 pm
peteroznewman
SubscriberHello Younes,
What kind of test equipment do you have access to?
Do you have a Modal Hammer? That means a hammer with a built-in Force sensor. If you don't have a lab that has a Modal Hammer, you can rent one.
Do you have a shaker table? That is what you would use for base excitation. If you don't have a lab that has a shaker table, you can rent one.
Regards,
Peter -
September 11, 2019 at 11:50 pm
YounesHB
SubscriberHello Peter,
Many thanks for your reply.
I have access to a Modal Hammer and somehow not to a shaker table but do have access to a shaker which can be used as a shaker table. I can connect it to the end of my beam and shake it. I also have accelerometers to extract accelerations from the experimental model. However, the only thing that I need to do is extracting the accelerations from my numerical model. I did use the Transient Structural part of the ANSYS and could shake it. But, it gives me two directional acceleration time histories, maximum and minimum values. I do not know these accelerations are related to which point of my beam? and if I want to extract some absolute accelerations for different locations, how should I do that?
In a nutshell, I want to shake the beam and extract the acceleration response of the structure from 5 more or less points on my beam.
Thank you again for your reply. Looking forward to hearing from you again.
Cheers,
Younes
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