Both static deflection and vibration mode of uniform beam can serve as a buckling mode of a non-uniform column

Author Type

Faculty

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

Editorial

Publication/Event/Conference Title

Journal of Sound and Vibration

Publication Status

Version of Record

Abstract

In this study, an infinite set of closed-form solutions is constructed for two cases of buckling. The first is the Euler's case of buckling of simply supported columns whereas the second is the clamped-free column under its own weight. It is shown that a static deflection curve or a vibration mode of a beam serve as a buckling mode.

First Page

477

Last Page

489

DOI

10.1006/jsvi.1999.2758

Publication Date

4-27-2000

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