Apparently first closed-form solutions of semi-inverse buckling problems involving distributed and concentrated loads

Author Type

Outside Researcher

Co-Author Type 1

Faculty

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

Thin Walled Structures

Publication Status

Version of Record

Abstract

In this study, apparently for the first time in the literature, closed-form solutions are reported for the buckling contents of inhomogeneous columns, via the semi-inverse method. The buckling mode is postulated in advance; the physically admissible distribution of the flexural rigidity is determined such that the column posses the preselected buckling mode. This procedure leads to the closed-form solutions. © 2004 Elsevier Ltd. All rights reserved.

First Page

1719

Last Page

1733

DOI

10.1016/j.tws.2004.05.007

Publication Date

12-1-2004

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