Local strain energy density for a plate subjected to in-plane linear load

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SUMMARY

The discussion centers on calculating the local strain energy density (SED) for a square plate subjected to an in-plane linear load. The initial formula provided by the user, Mattia, was incorrect due to a misinterpretation of the reference system. The corrected formula for SED is: SED = (1 - ν²)/(2E) * (S/h)² * [r₀²/4 + (h - yₗ)²], where ν is Poisson's ratio, E is Young's modulus, S is the applied stress, h is the edge length of the plate, and yₗ is the y-coordinate of the center. This correction aligns the theoretical results with the finite element method (FEM) solution validated by Mattia's supervisor.

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mp87
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Dear all,


I would like to know from you the solution about this problem (which is not a homework, but a topic of my Master thesis!): I need the strain energy density related to a circle of radius r0 centered in an arbitrary point of a square plate, under the boundary conditions described in the attached picture (on the right edge a linear stress is applied, which ranges from 0 to S). The value I obtained, under the plain strain hypothesis, is:

[itex] SED=\frac{1-\nu^2}{2\,E}\,\left(\frac{S}{h}\right)^2\,\left[\frac{r_0^2}{4}+(h+y_c)^2\right][/itex]

where h is the edge of the square plate and yc the y coordinate of the center. The fact is that it doesn't match with the FEM solution (which is surely right, since it was obtained by my Supervisor :)).

Can you please derive the equation and compare it with mine?


Thanks for your help!


Mattia
 

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Oops, I found the mistake! It was hidden inside the choose of the reference system :P

Here's the correct formula:

[itex] SED=\frac{1-\nu^2}{2\,E}\,\left(\frac{S}{h}\right)^2\,\left[\frac{r_0^2}{4}+(h-y_c)^2\right][/itex]





Mattia
 

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