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Finite Element Analysis Question

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Dlmyln

Structural
Mar 15, 2018
5
Hello all,

I am modeling in SAP2000 a monolithic panel of Plexiglass of 1-1/4". I have entered all the material properties, loads, geometry and obtained the reactions and stresses of the shell.

If I see the shell stresses of the panel, how do I know if the Plexiglass can withstand it? Let's say I obtain a maximum stress of 500psi. Do I compare this value with the tensile strength?

Need some guidance in this part, thanks!
 
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Maximum principal or maximum von mises stress? I'm guessing plexiglass is ductile so you should be looking at von mises. You would compare that to tensile capacity, but if it's a sustained load you need to consider creep effects as well.
 
It depends on the stress type. You don't compare the allowable tensile stress to the calculated shear.

And as far as combined stresses go......I know nothing about plexiglass.....but for a ductile material, you combine stresses as per the von Mises criterion, for a brittle material failure, the Mohr–Coulomb failure theory is often used.

Of course, the failure criteria may be dictated by relevant codes. (Not sure what governs Plexiglass.)
 
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