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Author: Sjoerdtje
Time: 06/02/05 05:46 PST
This is a reply to message no. 16227 by sdoughty11
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Stresses in a clamped circular plate
I have been using Ansys on this problem. If i compaire the shear stress of ansys with that of roarks plate theory it seems to match quite good. Its only the Von Mises stresses that are way off.
The problem is that i have to have manual calculations on this matter to get it approved by the norwegian goverment
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