Abstract
This paper describes the results obtained from a finite element investigation into the column capacity of Type 304 stainless steel column members of lipped channel cross-section. Stressstrain curves derived from tests were incorporated into non-linear finite element analyses of eccentrically loaded stainless steel columns. The results obtained are compared with test results on stainless steel channel columns with the same properdes and dimensions, and also with design code predictions.
| Original language | English |
|---|---|
| Pages | 415-432 |
| Number of pages | 18 |
| Publication status | Published - 2002 |
| Event | Sixteenth International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction - Orlando, United States Duration: 17 Oct 2002 → 18 Oct 2002 |
Conference
| Conference | Sixteenth International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction |
|---|---|
| Country/Territory | United States |
| City | Orlando |
| Period | 17/10/02 → 18/10/02 |
ASJC Scopus subject areas
- General Engineering