Performance of steel perforated and partially-encased composite self-connected beams

The self-connected partially encased composite beams may be used rather than the conventional composite beams; those are connected by the concrete passing through the web-openings of the perforated profiles which works as shear connectors. This technique minimizes the construction cost and enhan...

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Main Authors: Maaroof, Atyaf Abdul Azeez, Abdullah, Jasim Ali, Kasim, Suhaib Yahya
Format: Article
Language:English
Published: Penerbit Universiti Kebangsaan Malaysia 2022
Online Access:http://journalarticle.ukm.my/20338/1/18.pdf
http://journalarticle.ukm.my/20338/
https://www.ukm.my/jkukm/volume-3404-2022/
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spelling my-ukm.journal.203382022-11-02T01:12:17Z http://journalarticle.ukm.my/20338/ Performance of steel perforated and partially-encased composite self-connected beams Maaroof, Atyaf Abdul Azeez Abdullah, Jasim Ali Kasim, Suhaib Yahya The self-connected partially encased composite beams may be used rather than the conventional composite beams; those are connected by the concrete passing through the web-openings of the perforated profiles which works as shear connectors. This technique minimizes the construction cost and enhances the load carrying capacity and ductility of this kind of structures better than the perforated steel beams. The presented work investigates the performance of perforated steel and partially-encased composited self-connected simply supported beams applied to three-points of loading. The effect of the openings shape and the presence of concrete on the performance of the beams are investigated by testing eight specimens of perforated steel and composite beams. The openings’ shapes of perforated steel profiles and composite beams were square, rectangular and circular. The solid steel profiles are taken as control beams in both exposed and encased specimens. The composite beam constructed using perforated steel profile with square openings was reinforced with conventional reinforcement, and setting its stirrups passing through the openings to improve the self connection. The failure modes, strain behaviours, and load-deflection curves were extensively discussed. The composite beams reinforced with perforated steel profiles exhibit higher composite performance than that reinforced with solid profiles. The concrete encasement improved the local deformation performance of the perforated steel profiles (50-300%), leading to a more ductile behaviour and a higher dissipation of energy. The square openings provide higher connectivity than other shapes due to the better arrangement of openings and presence of reinforced concrete. Penerbit Universiti Kebangsaan Malaysia 2022 Article PeerReviewed application/pdf en http://journalarticle.ukm.my/20338/1/18.pdf Maaroof, Atyaf Abdul Azeez and Abdullah, Jasim Ali and Kasim, Suhaib Yahya (2022) Performance of steel perforated and partially-encased composite self-connected beams. Jurnal Kejuruteraan, 34 (4). pp. 703-717. ISSN 0128-0198 https://www.ukm.my/jkukm/volume-3404-2022/
institution Universiti Kebangsaan Malaysia
building Tun Sri Lanang Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Kebangsaan Malaysia
content_source UKM Journal Article Repository
url_provider http://journalarticle.ukm.my/
language English
description The self-connected partially encased composite beams may be used rather than the conventional composite beams; those are connected by the concrete passing through the web-openings of the perforated profiles which works as shear connectors. This technique minimizes the construction cost and enhances the load carrying capacity and ductility of this kind of structures better than the perforated steel beams. The presented work investigates the performance of perforated steel and partially-encased composited self-connected simply supported beams applied to three-points of loading. The effect of the openings shape and the presence of concrete on the performance of the beams are investigated by testing eight specimens of perforated steel and composite beams. The openings’ shapes of perforated steel profiles and composite beams were square, rectangular and circular. The solid steel profiles are taken as control beams in both exposed and encased specimens. The composite beam constructed using perforated steel profile with square openings was reinforced with conventional reinforcement, and setting its stirrups passing through the openings to improve the self connection. The failure modes, strain behaviours, and load-deflection curves were extensively discussed. The composite beams reinforced with perforated steel profiles exhibit higher composite performance than that reinforced with solid profiles. The concrete encasement improved the local deformation performance of the perforated steel profiles (50-300%), leading to a more ductile behaviour and a higher dissipation of energy. The square openings provide higher connectivity than other shapes due to the better arrangement of openings and presence of reinforced concrete.
format Article
author Maaroof, Atyaf Abdul Azeez
Abdullah, Jasim Ali
Kasim, Suhaib Yahya
spellingShingle Maaroof, Atyaf Abdul Azeez
Abdullah, Jasim Ali
Kasim, Suhaib Yahya
Performance of steel perforated and partially-encased composite self-connected beams
author_facet Maaroof, Atyaf Abdul Azeez
Abdullah, Jasim Ali
Kasim, Suhaib Yahya
author_sort Maaroof, Atyaf Abdul Azeez
title Performance of steel perforated and partially-encased composite self-connected beams
title_short Performance of steel perforated and partially-encased composite self-connected beams
title_full Performance of steel perforated and partially-encased composite self-connected beams
title_fullStr Performance of steel perforated and partially-encased composite self-connected beams
title_full_unstemmed Performance of steel perforated and partially-encased composite self-connected beams
title_sort performance of steel perforated and partially-encased composite self-connected beams
publisher Penerbit Universiti Kebangsaan Malaysia
publishDate 2022
url http://journalarticle.ukm.my/20338/1/18.pdf
http://journalarticle.ukm.my/20338/
https://www.ukm.my/jkukm/volume-3404-2022/
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score 13.211869