| 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 [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 >] | |
| 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 |
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