Failure loads of stainless steel stub columns subject to varying bending and axial loading

Macdonald, Martin and Rhodes, James; Loughlan, J., ed. (2004) Failure loads of stainless steel stub columns subject to varying bending and axial loading. In: Proceedings of the 4th International Conference on Thin-Walled Structures(ICTWS 04). CRC Press, pp. 581-594. ISBN 9780750310062

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Abstract

Examines the behaviour of cold-formed stainless steel stub columns where the material follows a Ramberg-Osgood stress-strain law. The stub column length is varied to examine the effects on the failure capacity when the stub columns are subjected to varying magnitudes of combined bending and axial compression loading. The paper follows the work reported by the same authors in 2003 [Macdonald, M, Rhodes J. and Kotelko M. Behaviour of stainless steel columns under combined bending and axial compression loading.

Creators(s): Macdonald, Martin and Rhodes, James; Loughlan, J.
Item type:Book Section
ID code:6122
Keywords:steel, thin walled structures, materials processing, stainless steel, metal fatigue, Mechanical engineering and machinery
Subjects:Technology > Mechanical engineering and machinery
Department:Faculty of Engineering > Mechanical and Aerospace Engineering
Depositing user: Strathprints Administrator
Date deposited:23 Jul 2008
Last modified:11 Feb 2021 09:29
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URI:https://strathprints.strath.ac.uk/id/eprint/6122
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