Rhodes, J. and Kotelko, M. (2006) Behaviour of cold-formed stainless steel stub columns under bending and axial loading. In: 11th Symposium on Stability of Structures, 2006-09-11 - 2006-09-15, Zakopane, Poland.
Full text not available in this repository. (Request a copy from the Strathclyde author)Abstract
This paper is concerned with the ultimate load capacity of non-perforated and perforated equal-angle cold-formed steel stub columns. An experimental study has been undertaken to investigate the behavior of such members and several column specimens were tested to failure under axial or eccentric loading. The experimental results were used to establish the accuracy of a finite element model proposed in this study and the modeling was used to carry out a parametric study.
| Item type: | Conference or Workshop Item (Paper) |
|---|---|
| ID code: | 6540 |
| Notes: | International Union of Theoretical and Applied Mechanics |
| Keywords: | stability, construction engineering, steel, finite element analysis, Mechanical engineering and machinery, Building construction |
| Subjects: | Technology > Mechanical engineering and machinery Technology > Building construction |
| Department: | Faculty of Engineering > Mechanical and Aerospace Engineering |
| Related URLs: | |
| Depositing user: | Strathprints Administrator |
| Date Deposited: | 05 Aug 2008 |
| Last modified: | 04 Oct 2012 17:07 |
| URI: | http://strathprints.strath.ac.uk/id/eprint/6540 |
Actions (login required)
| View Item |