Article (Scientific journals)
Ductility requirements for the design of bolted lap shear connections in bearing
Henriques, J; Jaspart, Jean-Pierre; simoës da Silva, L.
2014In Advanced Steel Construction, 10 (1), p. 427-446
Peer Reviewed verified by ORBi
 

Files


Full Text
Ductility requirements for the design of bolted shear.pdf
Author preprint (1.19 MB)
Download

All documents in ORBi are protected by a user license.

Send to



Details



Keywords :
Shear bolted connections; equivalent bolt zone component; avaible deformation capacity; required deformation capacity; ductility criteria
Abstract :
[en] The resistance of shear bolted connections is traditionally evaluated by considering an equal distribution of internal forces amongst the bolts. In fact, such an assumption may only be seen as the result of a plastic redistribution of the internal forces, what requires shear ductility in the vicinity of the bolts. ln the present paper, ductility requirements are proposed that ensure that, in the presence of real imperfect bolted shear connections, plastic resistance can be attained.
Disciplines :
Mechanical engineering
Author, co-author :
Henriques, J
Jaspart, Jean-Pierre  ;  Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
simoës da Silva, L.
Language :
English
Title :
Ductility requirements for the design of bolted lap shear connections in bearing
Publication date :
2014
Journal title :
Advanced Steel Construction
ISSN :
1816-112X
Publisher :
Hong Kong Institute of Steel Construction, Hong Kong, Japan
Volume :
10
Issue :
1
Pages :
427-446
Peer reviewed :
Peer Reviewed verified by ORBi
Available on ORBi :
since 26 August 2015

Statistics


Number of views
112 (10 by ULiège)
Number of downloads
357 (5 by ULiège)

Scopus citations®
 
15
Scopus citations®
without self-citations
15

Bibliography


Similar publications



Contact ORBi