Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim

This study presents the results of an experimental investigation on the application of steel fibres (SF) in combination with glass fibre reinforced polymer (GFRP) bars as the steel reinforcement replacement in a ribbed slab structure. The promising ability of steel fibre reinforced concrete (SFRC) t...

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Main Authors: Baharin, Adnie, Ahmad, Hazrina, Hizdrami, Muhammad Haziq, Mohd Hashim, Mohd Hisbany
Format: Article
Language:en
Published: 2023
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Online Access:https://ir.uitm.edu.my/id/eprint/76343/1/76343.pdf
https://ir.uitm.edu.my/id/eprint/76343/
https://joscetech.uitm.edu.my/
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author Baharin, Adnie
Ahmad, Hazrina
Hizdrami, Muhammad Haziq
Mohd Hashim, Mohd Hisbany
author_facet Baharin, Adnie
Ahmad, Hazrina
Hizdrami, Muhammad Haziq
Mohd Hashim, Mohd Hisbany
author_sort Baharin, Adnie
building Tun Abdul Razak Library
collection Institutional Repository
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
continent Asia
country Malaysia
description This study presents the results of an experimental investigation on the application of steel fibres (SF) in combination with glass fibre reinforced polymer (GFRP) bars as the steel reinforcement replacement in a ribbed slab structure. The promising ability of steel fibre reinforced concrete (SFRC) to reduce the formation of cracks and increase the tensile strength of concrete has made it an attractive composite material for numerous civil construction applications. However, previous research had shown that the performance of the steel fibres on their own to replace steel reinforcements is still in doubt. Therefore, the GFRP bar is chosen due to its structural performance with flexural reinforcement with less weight and corrosion resistance. The influence of the steel fibres and GFRP bars on the two-ribbed slab flexural performance was investigated. Three (3) numbers of slab panels were cast, consisting of one solid SFRC slab (solid-SF), one SFRC ribbed slab (rib-SF), and one SFRC ribbed slab reinforced with GFRP bars (rib-SF-GFRP). All slab samples measuring 1000 mm x 1500 mm x 75 mm thickness were tested under bending and the results showed that the SFRC ribbed slab reinforced with GFRP.
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spelling my.uitm.ir-763432023-04-09T04:52:27Z https://ir.uitm.edu.my/id/eprint/76343/ Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim jscet Baharin, Adnie Ahmad, Hazrina Hizdrami, Muhammad Haziq Mohd Hashim, Mohd Hisbany Environmental engineering of buildings. Sanitary engineering of buildings This study presents the results of an experimental investigation on the application of steel fibres (SF) in combination with glass fibre reinforced polymer (GFRP) bars as the steel reinforcement replacement in a ribbed slab structure. The promising ability of steel fibre reinforced concrete (SFRC) to reduce the formation of cracks and increase the tensile strength of concrete has made it an attractive composite material for numerous civil construction applications. However, previous research had shown that the performance of the steel fibres on their own to replace steel reinforcements is still in doubt. Therefore, the GFRP bar is chosen due to its structural performance with flexural reinforcement with less weight and corrosion resistance. The influence of the steel fibres and GFRP bars on the two-ribbed slab flexural performance was investigated. Three (3) numbers of slab panels were cast, consisting of one solid SFRC slab (solid-SF), one SFRC ribbed slab (rib-SF), and one SFRC ribbed slab reinforced with GFRP bars (rib-SF-GFRP). All slab samples measuring 1000 mm x 1500 mm x 75 mm thickness were tested under bending and the results showed that the SFRC ribbed slab reinforced with GFRP. 2023-03 Article PeerReviewed text en https://ir.uitm.edu.my/id/eprint/76343/1/76343.pdf Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim. (2023) Journal of Sustainable Civil Engineering & Technology (JSCET) <https://ir.uitm.edu.my/view/publication/Journal_of_Sustainable_Civil_Engineering_=26_Technology_=28JSCET=29/>, 2 (1): 3. pp. 22-35. ISSN 2948-4294 https://joscetech.uitm.edu.my/
spellingShingle Environmental engineering of buildings. Sanitary engineering of buildings
Baharin, Adnie
Ahmad, Hazrina
Hizdrami, Muhammad Haziq
Mohd Hashim, Mohd Hisbany
Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim
title Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim
title_full Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim
title_fullStr Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim
title_full_unstemmed Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim
title_short Flexural behaviour of two ribbed SFRC slab reinforced with GFRP bars / Adnie Baharin, Hazrina Ahmad, Muhammad Haziq Hizdrami and Mohd Hisbany Mohd Hashim
title_sort flexural behaviour of two ribbed sfrc slab reinforced with gfrp bars / adnie baharin, hazrina ahmad, muhammad haziq hizdrami and mohd hisbany mohd hashim
topic Environmental engineering of buildings. Sanitary engineering of buildings
url https://ir.uitm.edu.my/id/eprint/76343/1/76343.pdf
https://ir.uitm.edu.my/id/eprint/76343/
https://joscetech.uitm.edu.my/
url_provider http://ir.uitm.edu.my/