Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/66051
Title: Recent developments in welded hollow section joint recommendations
Authors: Wardenier, J.
Choo, Y.S. 
Keywords: Circular hollow section (CHS)
Fatigue strength
Gap joints
High strength steel
Overlap joints
Rectangular hollow section (RHS)
Static strength
Issue Date: Jun-2006
Source: Wardenier, J.,Choo, Y.S. (2006-06). Recent developments in welded hollow section joint recommendations. Advanced Steel Construction 2 (2) : 109-127. ScholarBank@NUS Repository.
Abstract: This paper considers recent research results on hollow section joints and the effect on the current design rules and is an extended version of the ICASS keynote lecture [1]. Main attention is paid to Rectangular Hollow Section (RHS) overlap joints, Circular Hollow Section (CHS) joints with thick-walled chords and the influence of the chord stress on the joint strength. Further' the effect of reinforcement plates on the strength of thinwalled joints is discussed. Also, some special aspects on elliptical hollow sections, stainless steel, high strength steel and delivery requirements for cold-formed hollow sections are considered. Finally, some developments regarding the fatigue design of hollow section joints are presented.
Source Title: Advanced Steel Construction
URI: http://scholarbank.nus.edu.sg/handle/10635/66051
ISSN: 1816112X
Appears in Collections:Staff Publications

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