Table of Contents
Journal of Structures
Volume 2013 (2013), Article ID 389148, 9 pages
http://dx.doi.org/10.1155/2013/389148
Review Article

Elastic Stability of Annular Thin Plates with One Free Edge

Department of Mechanical Engineering, Tennessee Technological University, 115 West 10th Street, Box 5014, Cookeville, TN 38505, USA

Received 21 April 2013; Accepted 20 June 2013

Academic Editor: Lucio Nobile

Copyright © 2013 Nagarjuna Jillella and John Peddieson. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

The elastic stability of annular thin plates having one free edge and subjected to axisymmetric radial edge loads at the other edge is investigated. The supported edge is allowed to be either simply supported or clamped against axial (transverse) deflection. Both compression buckling and tension buckling (wrinkling) are investigated. To insure accuracy, two methods of solving the appropriate eigenvalue problems are used and found to yield essentially identical results. A selection of these results for both compression and tension buckling is presented graphically and used to illustrate interesting aspects of the solutions.