iron columns, RFP; reinforcement; numerical investigations
Abstract :
[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.
Disciplines :
Civil engineering
Author, co-author :
Ly, Dong Phuong Lam ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Département Argenco : Secteur MS2F
Jaspart, Jean-Pierre ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
