Class 4 stainless steel box columns in fire
2007 (English)In: Urban habitat constructions under catastrophic events: proceedings of workshop, Prague, 30. - 31.3.2007 / [ed] Frantisek Wald; F. Mazzolani; M. Byfield; D. Dubina; M. Faber, Prague: Czech Techn. Univ., , 2007, 87-92 p.Conference paper (Refereed)
A study of stainless steel cold-rolled box columns at elevated temperatures is presented, which is a part of an on-going RFCS project "Stainless Steel in Fire". Experimental results of six, class 4, stub columns at elevated temperature, tested by Ala-Outinen (2005), were used to evaluate the FE model. The FE analysis obtained using the commercially available software, ABAQUS, shows that the critical temperature was closely predicted. Further, a parametric study was performed using the same numerical model. This was a basis to check the quality of prediction of a newly proposed improvement for design rules of class 4 crosssections in fire according to EN 1993-1-4 (2006) and EN 1993-1-2 (2005).
Place, publisher, year, edition, pages
Prague: Czech Techn. Univ., , 2007. 87-92 p.
Research subject Steel Structures
IdentifiersURN: urn:nbn:se:ltu:diva-31824Local ID: 61e314c0-773b-11dc-80da-000ea68e967bISBN: 978-80-0103583-2OAI: oai:DiVA.org:ltu-31824DiVA: diva2:1005058
Urban Habitat Constructions under Catastrophic Events. Workshop : 30/03/2007 - 31/03/2007
Godkänd; 2007; 20071010 (ysko)2016-09-302016-09-30Bibliographically approved