Buckle Pattern of Biaxially Compressed Simply Supported Orthotropic Rectangular Plates

Author:

Libove Charles1

Affiliation:

1. Department of Mechanical & Aerospace Engineering Syracuse University Syracuse, New York 13210

Abstract

Simply supported orthotropic elastic rectangular plates in biaxial compres sion are considered, and it is proved that such plates will buckle with m or n (or both) equal to 1, where m and n are the number of half waves in the two prin cipal directions. While this theorem may be known to many as an empirical computational fact, it does not appear to have been explicitly stated or proved heretofore in the literature on orthotropic plates

Publisher

SAGE Publications

Subject

Materials Chemistry,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference3 articles.

1. Theory of Elastic Stability;Timoshenko, S.P.,1961

2. Anistropic Plates;Lekhnitskii, S.G.,1968

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