Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame

The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is...

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Main Authors: Anis, S., Md. Tahir, Mahmood, Sulaiman, Arizu, Shek, Poi Ngian, Tan, Cher Sian, Beng Hong, Ahmad Kueh
Format: Book Section
Published: Trans Tech Publications 2011
Subjects:
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author Anis, S.
Md. Tahir, Mahmood
Sulaiman, Arizu
Shek, Poi Ngian
Tan, Cher Sian
Beng Hong, Ahmad Kueh
author_facet Anis, S.
Md. Tahir, Mahmood
Sulaiman, Arizu
Shek, Poi Ngian
Tan, Cher Sian
Beng Hong, Ahmad Kueh
author_sort Anis, S.
collection ePrints
description The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increased the loading capacity of composite beam.
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institution Universiti Teknologi Malaysia - ePrints
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publisher Trans Tech Publications
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spelling utm.eprints-289062017-02-04T07:23:16Z http://eprints.utm.my/28906/ Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame Anis, S. Md. Tahir, Mahmood Sulaiman, Arizu Shek, Poi Ngian Tan, Cher Sian Beng Hong, Ahmad Kueh TA Engineering (General). Civil engineering (General) The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increased the loading capacity of composite beam. Trans Tech Publications 2011 Book Section PeerReviewed Anis, S. and Md. Tahir, Mahmood and Sulaiman, Arizu and Shek, Poi Ngian and Tan, Cher Sian and Beng Hong, Ahmad Kueh (2011) Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame. In: Advanced Materials Research. Trans Tech Publications, Switzerland, pp. 1271-1274. ISBN 978-303785127-2 http://dx.doi.org/10.4028/www.scientific.net/AMR.250-253.1271 10.4028/www.scientific.net/AMR.250-253.1271
spellingShingle TA Engineering (General). Civil engineering (General)
Anis, S.
Md. Tahir, Mahmood
Sulaiman, Arizu
Shek, Poi Ngian
Tan, Cher Sian
Beng Hong, Ahmad Kueh
Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame
title Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame
title_full Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame
title_fullStr Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame
title_full_unstemmed Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame
title_short Behaviour of composite beam with trapezoid web profiled steel section in sub-assemblage frame
title_sort behaviour of composite beam with trapezoid web profiled steel section in sub assemblage frame
topic TA Engineering (General). Civil engineering (General)
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