Compute damping as a function of frequency

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The discussion focuses on computing damping as a function of frequency using a transfer function derived from input force and output acceleration. The user employs the "-3dB method" to determine damping for the first mode but encounters discrepancies between this method and their calculations, yielding incoherent damping values. They express confusion over the relationship between stiffness, Young's modulus, and the loss factor, seeking confirmation of the equation K = E(1+i*η). The user is looking for clarification on their calculations and alternative methods to compute damping across frequencies. Overall, the thread highlights challenges in accurately determining damping in structural analysis.
Delmache
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Hi everyone,

I'm french, so sorry for my bad english.

I have a problem to compute the damping as a function of frequency. In fact, I plot the transfer function between the input (which is a force applied bu a hammer) and the output (which is an acceleration). Therefore, I can analyse the mode of the structure... I want to know the damping of the first mode, so I have used the "-3dB method". But I need to justify the value from the "-3dB method". What I'd like to do, is to compute the damping over the frequency (between 0-200 Hz). As I said before, my transfer function is the following :

H* = Output/Input = a/F

As you know, the stiffness is computed by :

K = F/delta(d)


What I do is that I use the transfer function to compute the damping, so I transform the equation of the transfer function as following :

1/H* = F/a


F/(a/jw)² = F/d (as you know d=a/(jw)²

So, 1/H* = -(w²*F)/a

Therefore, K* = -w²/H*

Then, I compute "eta" which is the damping by the following equation :

eta = Imaginary(K)/Real(K)

But when I do these calculations, I find very strange results. Balow, I show you an example of what I find :

mini_387170damping.jpg


First, I don't find the same value of damping obtained from the "-3dB method".
Second, I find incoherent values of damping (>1 or <1...). I can't explain this curve and why my computation doesn't work. What do I do wrong ?
Or, is there an other method to compute the damping as a function of frequency ?

Thank you very much for your help.B.D
 
Last edited:
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Hi

Anyone can help me ?

Thanks
B.D
 
Hi,

I am looking for the relation between the stiffness, the young's modulus and the loss factor. I think that's K = E(1+i*η), but I'm not sure of that. Can someone confirm that equation ? Because I need to justify the following equation : η = imaginary(K) / real(K).
Thanks a lot,
B.D
 
Last edited:
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