Reference : Iron columns reinforced by FRP under axial compression
Reports : External report
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/23067
Iron columns reinforced by FRP under axial compression
English
[en] Iron columns reinforced by FRP under axial compression
Ly, Dong Phuong Lam [Université de Liège - ULg > Département Argenco : Secteur MS2F > Département Argenco : Secteur MS2F >]
Jaspart, Jean-Pierre mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Demonceau, Jean-François mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
2008
Prohitech project
13
02.08.02.02
Naples
Italie
[en] iron columns, RFP ; reinforcement ; numerical investigations
[en] Slender iron column reinforced by FRP is sensitive to buckling phenomenon, taking place
obviously at a cross-section within the middle segment. An equivalent FRP-iron cross-section can be
used to derive the buckling resistance of the composite member by using buckling formulation
previously defined for column members.
Prohitech project
Researchers ; Professionals ; Students
http://hdl.handle.net/2268/23067

File(s) associated to this reference

Fulltext file(s):

FileCommentaryVersionSizeAccess
Restricted access
WP8_Subsystems - Iron&FRP_Final report.pdfAuthor postprint175.88 kBRequest copy

Bookmark and Share SFX Query

All documents in ORBi are protected by a user license.