Picture of scraped petri dish

Scrape below the surface of Strathprints...

Explore world class Open Access research by researchers at the University of Strathclyde, a leading technological university.

Explore

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

Macdonald, Martin and Rhodes, James (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

Full text not available in this repository. (Request a copy from the Strathclyde author)

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.