Reference : Design of steel I-girders in bending and shear stiffened by one or two trapezoidal longi...

	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/2268/32310

Title :	Design of steel I-girders in bending and shear stiffened by one or two trapezoidal longitudinal stiffeners
Language :	English
Author, co-author :	Thomas, G. [> >]
	Degée, Hervé [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
	Maquoi, René [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
	Boissonnade, N. [> >]
Publication date :	2007
Main document title :	Proceedings of the 5th Conference on Advances in Steel Structures
Pages :	353-358
Audience :	International
Event name :	5th Conference on Advances in Steel Structures
Abstract :	[en] Present paper focuses on the design of stiffened plates under bending and shear that are used in steel or composite bridges. Special attention is paid to situations involving one or two stiffeners, where Eurocode 3 Part 1.5 provides specific rules. First, the paper describes briefly the FEM numerical models used in parametric studies. Then, comparisons between results obtained respectively from numerical simulations and from application of the code clauses are presented. Also, some proposals for improved rules are made.
Permalink :	http://hdl.handle.net/2268/32310

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