journal article Oct 01, 2007

Effects of elevated temperatures on bolted moment-connections between cold-formed steel members

Engineering Structures Vol. 29 No. 10 pp. 2419-2427 · Elsevier BV
View at Publisher Save 10.1016/j.engstruct.2006.11.027
Topics

No keywords indexed for this article. Browse by subject →

References
26
[1]
Kirk P. Design of a cold-formed section portal frame building system. In: Proc. 8th international specialty conference on cold-formed steel structures. St. Louis: University of Missouri-Rolla; 1986. p. 295
[2]
Lim "Design-development of a general cold-formed steel portal framing system" The Structural Engineer (2002)
[3]
Wong MF, Chung KF. Experimental investigation of cold-formed steel beam–column sub-frames. In: Proc. 15th international specialty conference on cold-formed steel structures. St. Louis: University of Missouri-Rolla; 2000. p. 607–18
[4]
Chung "Lateral torsional buckling of gusset plates in bolted moment connections among cold-formed steel members" Journal of Constructional Steel Research (1998)
[5]
Baldassino "Analysis and behaviour of steel storage pallet racks" Thin-Walled Structures (2000) 10.1016/s0263-8231(00)00021-5
[6]
Chen J, Young B. Experimental investigation of cold-formed steel material at elevated temperatures. Thin-Walled Structures [in press]
[7]
Chen J, Young B. Mechanical properties of cold-formed steel at elevated temperatures. In: Proceedings of the 17th international specialty conference on cold-formed steel structures. 2004. p. 437–65
[8]
(2004)
[9]
Kaitila O. Finite element modeling of cold-formed steel members at high temperatures. Licentiate thesis. Helsinki University; 2002
[10]
Zha "FE analysis of fire resistance of concrete filled CHS columns" Journal of Constructional Steel Research (2003) 10.1016/s0143-974x(02)00059-7
[11]
Lim "F.E.-assisted design of the eaves bracket of a cold-formed steel portal frame" Journal of Steel and Composite Structures (2002) 10.12989/scs.2002.2.6.411
[12]
Lim "Ultimate strength of bolted moment-connections between cold-formed steel members" Thin-Walled Structures (2003) 10.1016/s0263-8231(03)00045-4
[13]
Lim "Finite element idealisation of a cold-formed steel portal frame" Journal of Structural Engineering, ASCE (2004) 10.1061/(asce)0733-9445(2004)130:1(78)
[14]
Chung "Experimental investigation on bolted moment connections among cold-formed steel members" Engineering Structures (1999) 10.1016/s0141-0296(98)00043-1
[15]
Wong "Structural behaviour of bolted moment connections in cold-formed steel beam–column sub-frames" Journal of Constructional Steel Research (2002) 10.1016/s0143-974x(01)00044-x
[16]
BS5950 Part 5 (1998)
[17]
Lim JBP. Joint effects in cold-formed steel portal frames. Ph.D. thesis. University of Nottingham; 2001
[18]
Lim "Stiffness prediction for bolted moment-connections between cold-formed steel members" Journal of Constructional Steel Research (2004) 10.1016/s0143-974x(03)00105-6
[19]
Supplement to the North American Specification for design of cold-formed steel structural members. Washington (DC): American Iron and Steel Institute; 2004
[20]
AS/NZS 4600:2005 (2005)
[21]
Schafer B.W., Peköz T.. Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions. In: Proceedings of the 14th international specialty conference on cold-formed steel structures. University of Missouri-Rolla; 1998. p. 69–76
[22]
Zadanfarrokh F, Bryan ER. Testing and design of bolted connections in cold formed steel sections. In: Proc. 11th international specialty conference on cold-formed steel structures. St Louis: University of Missouri-Rolla; 1992. p. 625
[23]
BS EN 1993-1-1 Eurocode 3 (2005)
[24]
Fan "Numerical simulation of lap screw connection" Thin-Walled Structures (1997)
[25]
Chung "Finite element investigation on the structural behaviour of cold-formed steel bolted connections" Engineering Structures (2001) 10.1016/s0141-0296(01)00006-2
[26]
Chung "Advances in analysis and design of cold-formed steel structures" (2005)
Cited By
31
Behaviour of thin low-strength steel sheets single shear bolted connections at elevated temperature

Ranjithkumar Palaniyammal Madheswaran, Mahendrakumar Mathialagu Madhavan · 2025

Journal of Constructional Steel Res...
Metrics
31
Citations
26
References
Details
Published
Oct 01, 2007
Vol/Issue
29(10)
Pages
2419-2427
License
View
Cite This Article
James B.P. Lim, Ben Young (2007). Effects of elevated temperatures on bolted moment-connections between cold-formed steel members. Engineering Structures, 29(10), 2419-2427. https://doi.org/10.1016/j.engstruct.2006.11.027