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

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.

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• Item metadata

  Item type:	Book Section
  ID code:	6122
  Dates:	Date Event 2004 Published
  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:	12 Aug 2021 00:58
  Related URLs:	http://www.crcpress.com/
  URI:	https://strathprints.strath.ac.uk/id/eprint/6122