Reference : Behavior of heavy sections welded moment connections
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/32193
Behavior of heavy sections welded moment connections
English
Plumier, André mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingéniérie sismique >]
Lequesne, Cédric mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Département Argenco : Secteur MS2F >]
Degée, Hervé mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
Bannister, A. [> >]
Hoelbling, W. [> >]
2009
Proceedings of the STESSA 2009 Conference
pp. 27-31
Yes
International
STESSA 2009 Conference
[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.
http://hdl.handle.net/2268/32193

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