Ductility requirements for the design of bolted lap shear connections in bearing

Henriques, J; Jaspart, Jean-Pierre; simoës da Silva, L.

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Ductility requirements for the design of bolted lap shear connections in bearing

Henriques, J; Jaspart, Jean-Pierre; simoës da Silva, L.

2014 • In Advanced Steel Construction, 10 (1), p. 427-446

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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 :

Issue :

Pages :

427-446

Peer reviewed :

Peer Reviewed verified by ORBi

Available on ORBi :

since 26 August 2015

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