New Reply

Natural Vibration of Beam - PDE

 
Share Thread Thread Tools
Dec5-12, 04:57 PM   #1
 

Natural Vibration of Beam - PDE


I am just wondering the author is doing in this calculation step.

Given ##\displaystyle \rho A \frac {\partial^2 w}{\partial x^2} - \rho I \frac{\partial^4 w}{\partial t^2 \partial x^2} +\frac {\partial^2 }{\partial x^2}EI \frac {\partial^2 w}{\partial x^2}=q(x,t)##

where ##w(x,t)=W(x)e^{-i \omega t}##

##\omega## is the frequency of natural transverse motion and ##W(x)## is the mode shape of the transverse motion.

He substitutes the above into the PDE to get the following

##\displaystyle \frac {d^2 }{d x^2}EI \frac {d^2 W}{d x^2} - \lambda (\rho A W -\rho I \frac {d^2 W }{d x^2} ) =0## where ##\lambda=\omega^2##

However, I calculate the second derivative ##w''(x)=e^{-i\omega t} W''(x)## and ##w''(t)=- \lambda e^{-i\omega t} W(x)##

What is incorrect on my part? Ie, where did the exponentials go?

thanks
PhysOrg.com
PhysOrg
science news on PhysOrg.com

>> Galaxies fed by funnels of fuel
>> The better to see you with: Scientists build record-setting metamaterial flat lens
>> Google eyes emerging markets networks
Dec5-12, 05:28 PM   #2
 
Blog Entries: 9
Recognitions:
Homework Helper Homework Help
Science Advisor Science Advisor
If the non-homogeneity function q goes away, so that the PDE hat 0 in the RHS, you can show that the exponential gets factored in the LHS, so that the resulting ODE will no longer contain it.
Dec6-12, 02:19 PM   #3
 
Quote by dextercioby View Post
If the non-homogeneity function q goes away, so that the PDE hat 0 in the RHS, you can show that the exponential gets factored in the LHS, so that the resulting ODE will no longer contain it.

1) How does the non homogeneity function just go away?

2) How is it shown that the exponential is absorbed in the LHS of PDE?

Thanks
Dec6-12, 02:28 PM   #4
 

Natural Vibration of Beam - PDE


Quote by bugatti79 View Post
1) How does the non homogeneity function just go away?

2) How is it shown that the exponential is absorbed in the LHS of PDE?

Thanks
On second thoughts is it something along these lines...

If ##q(x,t)=0##then we can write the ODE in which each term on the LHS will have a ##e^{-i \omega t}## factor. Pull this out from each of the terms and thus we get

##e^{-i \omega t}[ODE]=0## but ##e^{-i \omega t}\ne 0## therefore

##[ODE]=0##...?
Dec6-12, 03:03 PM   #5

Math 2012
 
Recognitions:
Science Advisor Science Advisor
Quote by bugatti79 View Post
1) How does the non homogeneity function just go away?
If "natural transverse motion" means the same as "free vibration", then q(x,t) can't depend on t by definition, otherwise you would have forced vibration not free vibration.

So this is the same idea as a vertical mass-on-a-spring, where the spring is stretched by the weight of the mass. You can find the equilibrium position as the statics problem
$$\frac{d^2}{dz^2}EI\frac{d^2}{dz^2}w_0(x) = q(x)$$
Then you measure w(x) from the equilibrum position. That makes the right hand side = 0.

You answered your own question 2).
Dec7-12, 01:03 PM   #6
 
Quote by AlephZero View Post
If "natural transverse motion" means the same as "free vibration", then q(x,t) can't depend on t by definition, otherwise you would have forced vibration not free vibration.

So this is the same idea as a vertical mass-on-a-spring, where the spring is stretched by the weight of the mass. You can find the equilibrium position as the statics problem
$$\frac{d^2}{dz^2}EI\frac{d^2}{dz^2}w_0(x) = q(x)$$
Then you measure w(x) from the equilibrum position. That makes the right hand side = 0.

You answered your own question 2).
Thanks, that makes good sense. Now I can proceed :-)
New Reply
Thread Tools


Similar Threads for: Natural Vibration of Beam - PDE
Thread Forum Replies
Natural period of vibration General Physics 16
[Vibration analysis] Timoskenko beam Vs.Euler-bernoulli beam ? Mechanical Engineering 2
natural vibration Chemistry 1
natural vibration General Physics 1