Stability; European buckling curves; Numerical simulations
Abstract :
[en] Thin walled columns are subject to stability failure on local (plate buckling) and global (column buckling) level. Both buckling phenomena interact. A proposal for the use of EBC for the determination of the carrying capacity of welded steel box sections is given and compared to an extensive numerical simulation study.
Disciplines :
Civil engineering
Author, co-author :
Kuhlmann, U.
Detzel, A.
Degée, Hervé ; Université de Liège - ULiège > Département ArGEnCo > Département ArGEnCo
Language :
English
Title :
Coupled instabilities of steel box sections
Publication date :
2006
Event name :
6th European Solid Mechanics Conference ESMC 2006
Event place :
Budapest, Hungary
Event date :
28 August – 1 September, 2006
Audience :
International
Main work title :
Proceddings of the 6th European Solid Mechanics Conference ESMC 2006
