Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations

Rossi, Barbara; Jaspart, Jean-Pierre; Rasmussen, Kim J.R.

doi:10.1061/(ASCE)ST.1943-541X.0000130

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.

2010 • In Journal of Structural Engineering, 136 (4), p. 354-360

Peer reviewed

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https://hdl.handle.net/2268/29849

DOI
10.1061/(ASCE)ST.1943-541X.0000130

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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 :

Pages :

354-360

Peer reviewed :

Peer reviewed

Available on ORBi :

since 27 November 2009

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Bibliography

Ala-Outinen, T., and Oksanen, T. (1997). " Stainless steel compression members exposed to fire.." Research Note No. 1864, VTT Building Technology, Finland.
Ashraf, M. (2006). " Structural stainless steel design: Resistance based on deformation capacity.." Ph.D. thesis, Imperial College, London.
Ashraf, M., Gardner, L., and Nethercot, D. A. (2006). " Finite element modeling of structural stainless steel cross-sections.." Thin-walled Struct., 44 (10), 1048-1062. 10.1016/j.tws.2006.10.010 0263-8231
Becque, J., Lecce, M., and Rasmussen, K. (2008). " The direct strength method for stainless steel compression members.." J. Constr. Steel Res. JCSRDL 0143-974X, 64 (11), 1231-1238. 10.1016/j.jcsr.2008.07.007
Gardner, L., and Nethercot, D. A. (2004a). " Experiments on stainless steel hollow sections. Part 1: Material and cross-sectional behavior.." J. Constr. Steel Res. JCSRDL 0143-974X, 60 (9), 1291-1318. 10.1016/j.jcsr.2003.11.006 (Pubitemid 38688731)
Gardner, L., and Nethercot, D. A. (2004b). " Experiments on stainless steel hollow sections. Part 2: Member behavior of columns and beams.." J. Constr. Steel Res. JCSRDL 0143-974X, 60 (9), 1319-1332. 10.1016/j.jcsr.2003.11.007 (Pubitemid 38688732)
Kuwamura, H. (2003). " Local buckling of thin-walled stainless steel members.." Steel Structures, 3, 191-201.
Kyröläinen, A., Sánchez, R., Santacreu, P.-O., Picozzin, V., and Gales, A., (2003). " Stainless steels in bus constructions.." Technical Rep. No. EUR20884, Luxembourg Office for Official Publications of the European Communities, Luxembourg.
Lecce, M. (2006). " Distortional buckling of Stainless steel sections.." Ph.D. thesis, The Univ. of Sydney, Sydney, Australia.
Lecce, M., and Rasmussen, K. J. R. (2006a). " Distortional buckling of cold-formed stainless steel sections: Experimental investigation.." J. Struct. Eng. JSENDH 0733-9445, 132 (4), 497-504. 10.1061/(ASCE)0733-9445(2006) 132:4(497)
Lecce, M., and Rasmussen, K. J. R. (2006b). " Distortional buckling of cold-formed stainless steel sections: Finite-element modeling and design.." J. Struct. Eng. JSENDH 0733-9445, 132 (4), 505-514. 10.1061/(ASCE)0733-9445(2006)132:4(505)
Liu, Y., and Young, B. (2003). " Buckling of stainless steel square hollow section compression members.." J. Constr. Steel Res. JCSRDL 0143-974X, 59 (2), 165-177. 10.1016/S0143-974X(02)00031-7
Rossi, B. (2008). " Mechanical properties, residual stresses and structural behavior of thin-walled stainless steel profiles.." Ph.D. thesis, Univ. of Lìge, Lìge, Belgium.
Rossi, B. J.-P., J., and Rasmussen, K. J. R. (2010). " Combined distortional and overall flexural-tortional buckling of cold-formed stainless steel sections: Design.." J. Struct. Eng. JSENDH 0733-9445 136 (4), 361-369.
Schepens, M. (2008). " Etude de profiĺs ̀ parois minces en acier inoxydable.." Graduation thesis, Univ. of Lìge, Lìge, Belgium.
Talja, A., and Salmi, P. (1995). " Design of stainless steel RHS beams: columns and beam-columns.." Research Note No. 1619, VTT Building Technology, VTT Technical Research Centre of Finland, Finland.
Young, B., and Liu, Y. H. (2003). " Experimental investigation of cold-formed stainless steel columns.." J. Struct. Eng. JSENDH 0733-9445, 129 (2), 169-176. 10.1061/(ASCE)0733-9445(2003)129:2(169)