BEHAVIOUR OF COMPOSITE BEAM

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Behaviour of C
Composite Beam with
ith
Trapezoid Web
eb Profiled Steel Section
tion in
Sub-Assemblage
lage Frame
terials Research (Volumes 250 - 253)
Journal Advanced Mater
uilding Materials
Volume Advanced Buildi
Yong Huang and Chaohe Chen
Edited by Guangfan Li, Yon
1271-1274
Pages
10.4028/www.sc
.scientific.net/AMR.250-253.1271

DOI
250-253, 1271
Citation Saggaff Anis et aal., 2011, Advanced Materials Research, 250
Online since May, 2011
Saggaff Anis, Mahmood
Ma
Md Tahir, Sulaiman Arizu, Poi Ngia
gian Shek, Cher
Authors
Siang Tan, Ahma
hmad Beng Hong Kueh
Composite Beam
am, Composite Connections, Trapezoid Web Pr
Profiled Steel
Keywords
Section
The objective of this paper is to present the behaviour of com
omposite beam using
Trapezoid Webb P
Profiled (TWP) steel section by determining

ng tthe moment
resistance and the deflection of the beam with composite and
nd non-composite
connections. The
he TWP steel section is a built up section wher
here the flange is of
tion and the corrugated web of S275 steel section.
ction. Three full
Abstract S355 steel section
scales testing setting-up
set
as sub-assemblage frame have beenn ccarried out. It was
concluded thatt the use of composite connection and extended
nded end-plate has
reduced significa
icantly the deflection and has significantly incre
creased the loading
capacity of composi
omposite beam.


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