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The Buckling of a Uniformly Compressed Plate with Intermediate Supports

This problem has been selected from the mathematical theory of elasticity. We consider a rectangular plate of thickness h, length a, and width b. The plate is subjected to compressive forces. These forces act in the neutral plane and give the plate a tendency to buckle. However, this problem differs from other plate problems in that it is assumed that there are two intermediate supports located on the edges of the plate parallel to the compressive forces.

Identiferoai:union.ndltd.org:unt.edu/info:ark/67531/metadc83479
Date05 1900
CreatorsDean, Thomas S.
ContributorsMaple, Clair G., Hanson, E. H.
PublisherNorth Texas State Teachers College
Source SetsUniversity of North Texas
LanguageEnglish
Detected LanguageEnglish
TypeThesis or Dissertation
Formativ, 15 leaves : ill., Text
RightsPublic, Copyright, Copyright is held by the author, unless otherwise noted. All rights reserved., Dean, Thomas S.

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