Reference : Serviceability performance of steel–concrete composite beams
Scientific journals : Article
Engineering, computing & technology : Civil engineering
Physics and Materials Science
http://hdl.handle.net/10993/46776
Serviceability performance of steel–concrete composite beams
English
Lawson, R.Mark []
Lam, Dennis []
Eleftherios, Aggelopoulos []
Nellinger, Sebastian []
Odenbreit, Christoph mailto [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
23-Jan-2017
Proceedings of the Institution of Civil Engineers : Structures and Buildings
ICE Publishing
170
2
98--114
Yes
International
0965-0911
1751-7702
London
United Kingdom
[en] beams & girders ; composite structures design methods & aids
[en] The use of steel–concrete composite beams in which wide-flanged steel beams act compositely with a concrete or steel–concrete composite slab above is well established in building construction. However, for composite beams with low degrees of shear connection between the beam and slab, significant additional deflections can occur due to slip in the shear connectors. A design formula is presented for the effective stiffness of composite beams taking account of the stiffness of the shear connectors, which is compared to measured deflections of six symmetric composite beams and an 11 m span composite beam of asymmetric profile. It is shown that...
Researchers ; Professionals ; Students ; General public
http://hdl.handle.net/10993/46776
10.1680/jstbu.16.00048
https://doi.org/10.1680/jstbu.16.00048

File(s) associated to this reference

Fulltext file(s):

FileCommentaryVersionSizeAccess
Limited access
LAJ17.E Lawson - Serviceability performance of -2017.PDFAuthor postprint1.45 MBRequest a copy

Bookmark and Share SFX Query

All documents in ORBilu are protected by a user license.