Reference : Elastic-plastic Behavior of semi-compact steel cross-sections
Scientific congresses and symposiums : Unpublished conference/Abstract
Engineering, computing & technology : Materials science & engineering
http://hdl.handle.net/2268/187927
Elastic-plastic Behavior of semi-compact steel cross-sections
English
boissonade, Nicolas mailto []
Jaspart, Jean-Pierre mailto [Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Kettler, M []
Lechner, A []
10-May-2011
Yes
International
Annual Stability Conference Structural Stability Research Council
10-14 May 2011
Pittsburgh _Pennsylvania
USA
[en] This paper details new design rules for semi-compact sections that are capable of capturing their characteristic elastic-plastic behavior. The formulae have been validated against experimental test results and hundreds of FEM-shell numerical results, on both H<shaped and hollow sections. They offer full continuities between cross-section classes and with all other design formulae of the code, for both sections and members.
Researchers
http://hdl.handle.net/2268/187927

File(s) associated to this reference

Fulltext file(s):

FileCommentaryVersionSizeAccess
Open access
Elastic-plastic behavior of semi-Compact.pdfAuthor postprint1.03 MBView/Open

Bookmark and Share SFX Query

All documents in ORBi are protected by a user license.