Reference : Behavior of heavy sections welded moment connections

	Document type :	Scientific congresses and symposiums : Paper published in a book
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	To cite this reference:	http://hdl.handle.net/2268/32193

Title :	Behavior of heavy sections welded moment connections
Language :	English
Author, co-author :	Plumier, André [Université de Liège - ULg > Département Argenco : Secteur SE > Ingéniérie sismique >]
	Lequesne, Cédric [Université de Liège - ULg > Département Argenco : Secteur MS2F > Département Argenco : Secteur MS2F >]
	Degée, Hervé [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
	Bannister, A. [> >]
	Hoelbling, W. [> >]
Publication date :	2009
Main document title :	Proceedings of the STESSA 2009 Conference
Pages :	pp. 27-31
Audience :	International
Event name :	STESSA 2009 Conference
Abstract :	[en] Test results on moment connections of heavy sections are presented. Flange thickness are up to 32 mm in beams and up to 97 mm in columns. Different beam to column moment ratios, shear panel design, method of connecting shear tab, welding methods and consumables are considered. Fracture of the welds, cracking of the shear tab weld, ductile tearing from weld access holes and buckling of the beam flange are ob-served. Practical conclusions are derived.
Permalink :	http://hdl.handle.net/2268/32193

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