I am having an embarrassingly hard time with the derivation for the potential energy of an infinitesimal element of an elastic rod of area A. The picture shown below is an element of the rod that has been extended by du by the force F.
I've tried this derivation several times and have yet to obtain the factor of 12 in
dU=12AY(dudx)2dx,
which is given in my lecture notes. Here is my best attempt so far: From the stress strain relation, σ=Yϵ, where Y is Youngs modulus we obtain:
FA=Ydudx.
I asked a similar question a few days ago, and based on that response I've assumed that the work done in extending the rod element from length dx to du+dx is
dW=F[(du+dx)−dx]
=YAdudxdu.
And I can make it look more like the answer given in my lecture notes if I divide and multiply by dx:
dW=YA(dudx)2dx.
And I am assuming that dW=dU here (F=−dUdu but forget about the negative sign)
I have tried other approaches but they make even less sense to me. A formula that I think will come in handy is the deflection at section x of a rod:
δ(x)=FAYx,
and I think an integral will come in to play but I'm not sure what I'm integrating over any more (I'm dealing with an infinitesimal element of the rod). So how do I use the infinitesimal Work to find the infinitesimal change in potential energy here to get that factor of 12 (assuming that it does in fact belong in dU)?
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