Buckling of polar orthotropic circular plates on elastic foundation by computerized symbolic algebra

Author Type

Outside Researcher

Co-Author Type 1

Outside Researcher

Co-Author Type 2

Outside Researcher

Co-Author Type 3

Outside Researcher

College

Engineering and Computer Science

Department

Ocean and Mechanical Engineering

Document Type

Article

Publication/Event/Conference Title

Computer Methods in Applied Mechanics and Engineering

Publication Status

Version of Record

Abstract

Buckling of polar orthotropic circular plates resting on elastic foundation is studied in the context of the Rayleigh's method. A variant of this method, suggested originally by Rayleigh and based on the use of noninteger power, is contrasted with the variant containing an undetermined multiplier (the latter being equivalent to the Rayleigh-Ritz method). Results are obtained by computerized symbolic algebra. © 1988.

First Page

229

Last Page

247

DOI

10.1016/0045-7825(88)90117-X

Publication Date

1-1-1988

This document is currently not available here.

Share

COinS