Buckling of a column on a Wieghardt foundation

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

ZAMM Zeitschrift Fur Angewandte Mathematik Und Mechanik

Publication Status

Version of Record

Abstract

This study considers the buckling of a uniform column on a Wieghardt elastic foundation. The column model incorporates both purely flexible, Bernoulli-Euler, and shear-deformable, Timoshenko, beams. Some comparisons with results reported in the existing literature are made, and numerical examples are evaluated to attempt shedding additional light on the problem. © 2006 WILEY-VCH Verlag GmbH & Co. KGaA.

First Page

617

Last Page

627

DOI

10.1002/zamm.200510268

Publication Date

8-1-2006

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