TECHNICAL PAPERS
Oct 1, 2004

Tests of Unstiffened Plate Elements Under Combined Compression and Bending

Publication: Journal of Structural Engineering
Volume 130, Issue 10

Abstract

Details of a dual-actuator rig developed for testing rectangular plates simply supported on three sides, with the remaining (longitudinal) edge free, under combined uniaxial compression and in-plane bending are presented. Particular attention is given to ensuring a constant strain eccentricity to the loaded ends, as opposed to a constant load eccentricity, in order to determine the postbuckling behavior and ultimate load and moment capacities of unstiffened thin-walled elements. Strain gradients varying from pure compression to pure bending are facilitated.

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Bambach, M.R., and Rasmussen, K.J. R. ( 2002). “Tests of unstiffened plate elements under combined compression and bending.” Research Rep. R818, Dept. of Civil Engineering, Univ. of Sydney, Sydney, Australia, available at 〈http://www.civil.usyd.edu.au/publications〉.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 130Issue 10October 2004
Pages: 1602 - 1610

History

Published online: Oct 1, 2004
Published in print: Oct 2004

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Authors

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M. R. Bambach
Research Fellow, Dept. of Civil Engineering, Sydney Univ., Sydney, NSW 2006, Australia.
K. J. R. Rasmussen
Professor, Dept. of Civil Engineering, Sydney Univ., Sydney, NSW 2006, Australia.

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