Rhodes, James and Macdonald, Martin and Kotelko, M. and McNiff, W. (2001) Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading. In: Proceedings of the 3rd International Conference on Thin-Walled Structures: Advances and Developments. Elsevier, London, UK, pp. 225-232. ISBN 0080439551
Full text not available in this repository. (Request a copy from the Strathclyde author)Abstract
This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained from the tests and from a finite element analysis are compaired to those obtained from the relevant design specifications in America and in Europe. Conclusions are drawn on the basis of comparisons.
| Item type: | Book Section |
|---|---|
| ID code: | 6113 |
| Notes: | Proceedings of the 3rd International Conference on "Thin-Walled Structures", Cracow, Poland on 5-7 June, 2001. |
| Keywords: | stainless steel, cold formed, columns, lipped channels, eccentric loading, Mechanical engineering and machinery |
| Subjects: | Technology > Mechanical engineering and machinery |
| Department: | Faculty of Engineering > Mechanical and Aerospace Engineering |
| Related URLs: | |
| Depositing user: | Strathprints Administrator |
| Date Deposited: | 03 Jun 2008 |
| Last modified: | 12 Mar 2012 10:44 |
| URI: | http://strathprints.strath.ac.uk/id/eprint/6113 |
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