Article (Scientific journals)
Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations
Rossi, Barbara; Jaspart, Jean-Pierre; Rasmussen, Kim J.R.
2010In Journal of Structural Engineering, 136 (4), p. 354-360
Peer reviewed
 

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Keywords :
stainless steel structures; interaction buckling; full-scale tests; distortional buckling; member buckling
Abstract :
[en] This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel section columns subjected to concentric compression. The tests were carried out between fixed ends in the Structures Laboratory of the University of Liège and the test specimens were designed such that distortional buckling developed in the section prior to overall flexural-torsional buckling. The stainless steel alloy was 1.4003 chromium weldable steel, popularly known as 3Cr12. Three different geometries were tested using the same experimental set-up. A critical summary of the standards and methods for calculating the carrying capacity of cold-formed stainless steel compression members is presented in a companion paper by the same authors.
Disciplines :
Civil engineering
Author, co-author :
Rossi, Barbara ;  Université de Liège - ULiège > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
Jaspart, Jean-Pierre  ;  Université de Liège - ULiège > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
Rasmussen, Kim J.R.;  University of Sydney
Language :
English
Title :
Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations
Publication date :
April 2010
Journal title :
Journal of Structural Engineering
ISSN :
0733-9445
eISSN :
1943-541X
Publisher :
American Society of Civil Engineers, Reston, United States - Virginia
Volume :
136
Issue :
4
Pages :
354-360
Peer reviewed :
Peer reviewed
Available on ORBi :
since 27 November 2009

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