ORBi: Ly Dong Phuong Lam - Experimental and numerical investigations on iron columns reinforced by FRP under axial compression

Reference : Experimental and numerical investigations on iron columns reinforced by FRP under axial ...


	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/2268/23079

Title :	Experimental and numerical investigations on iron columns reinforced by FRP under axial compression
Language :	English
Alternative title :	[en] Experimental and numerical investigations on iron columns reinforced by FRP under axial compression
Author, co-author :	Ly, Dong Phuong Lam [Université de Liège - ULg > Département Argenco : Secteur MS2F > Département Argenco : Secteur MS2F >]
	Jaspart, Jean-Pierre [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
	Demonceau, Jean-François [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
	Landolfo, R. [ > > ]
Publication date :	11-Sep-2008
Main document title :	Seismic risk
Alternative title :	[en] Seismic risk
Editor :	Camelbeeck, Th.
	Degée, Hervé
	Degrande, G.
	Sabbe, A.
Publisher :	ULg
Audience :	International
City :	Liege
Country :	Belgique
Event name :	Seismic risk conference - Earthquakes in North-Western Europe
Event date :	11-12 septembre 2008
Event organizer :	University of Liege
Event place (city) :	Liege
Event country :	Belgium
Keywords :	[en] iron columns, FRP ; reinforcement ; experimental and numerical investigations
Abstract :	[en] This paper presents experimental and numerical investigations on iron columns under axial compression, strengthened with high modulus carbon fibre reinforced polymer (FRP) sheets. It is shown that the resistance and stiffness of iron columns can be increased significantly with the use of longitudinal FRP sheets as a result of the reduction of the column slenderness, but also that transverse FRP sheets should be used to prevent any local buckling of the longitudinal FRP sheets.
Target :	Researchers ; Professionals ; Students
Permalink :	http://hdl.handle.net/2268/23079

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