Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre

This paper presents the effect of kenaf fibre and steel fibre mixed and added into reinforced concrete beams. In investigating the structural behaviour of the beams, four-point bending tests were conducted on six beams by considering two distinct parameters; (i) shear reinforcement arrangement (ii)...

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Main Authors:	Sharifah Maszura, Syed Mohsin, Muhd Fareez, Manaf, Noor Nabilah, Sarbini, Khairunisa, Muthusamy
Format:	Article
Language:	English English
Published:	Asian Research Publishing Network (ARPN) 2016
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/11197/ http://umpir.ump.edu.my/id/eprint/11197/ http://umpir.ump.edu.my/id/eprint/11197/12/fkasa-2016-nisa-Behaviour%20of%20Reinforced%20Concrete%20Beams.pdf http://umpir.ump.edu.my/id/eprint/11197/18/fkasa-2016-nisa-%20Behaviour%20of%20Reinforced%20Concrete%20Beams.pdf

id	ump-11197
recordtype	eprints
spelling	ump-111972018-05-16T01:54:58Z http://umpir.ump.edu.my/id/eprint/11197/ Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre Sharifah Maszura, Syed Mohsin Muhd Fareez, Manaf Noor Nabilah, Sarbini Khairunisa, Muthusamy TA Engineering (General). Civil engineering (General) This paper presents the effect of kenaf fibre and steel fibre mixed and added into reinforced concrete beams. In investigating the structural behaviour of the beams, four-point bending tests were conducted on six beams by considering two distinct parameters; (i) shear reinforcement arrangement (ii) volume of fraction of kenaf fibre and steel fibre. The experimental work consists of six beams, three beams with full shear reinforcement added with fibres by a volume fraction of Vf = 0%, Vf = 1% and Vf = 2%, respectively. Whilst, the other three beams tested with a reduced amount of shear reinforcement added with fibres with a volume fraction of, Vf = 0, Vf = 1% and Vf = 2% were examined. The beam with Vf = 0% kenaf and steel fibre in full shear reinforcement was taken as the control beam. The experimental result suggests promising enhancement of the load carrying capacity (up to 29%) and ductility (up to 22%) as well as controlled crack propagation for the beams with Vf = 1%. Additionally, it was observed that addition of fibres changes the mode of failure of the beam from brittle to a more ductile manner. Asian Research Publishing Network (ARPN) 2016 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11197/12/fkasa-2016-nisa-Behaviour%20of%20Reinforced%20Concrete%20Beams.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/11197/18/fkasa-2016-nisa-%20Behaviour%20of%20Reinforced%20Concrete%20Beams.pdf Sharifah Maszura, Syed Mohsin and Muhd Fareez, Manaf and Noor Nabilah, Sarbini and Khairunisa, Muthusamy (2016) Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre. ARPN Journal of Engineering and Applied Sciences, 11 (8). pp. 5385-5390. ISSN 1819-6608 http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0416_4123.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Sharifah Maszura, Syed Mohsin Muhd Fareez, Manaf Noor Nabilah, Sarbini Khairunisa, Muthusamy Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre
description	This paper presents the effect of kenaf fibre and steel fibre mixed and added into reinforced concrete beams. In investigating the structural behaviour of the beams, four-point bending tests were conducted on six beams by considering two distinct parameters; (i) shear reinforcement arrangement (ii) volume of fraction of kenaf fibre and steel fibre. The experimental work consists of six beams, three beams with full shear reinforcement added with fibres by a volume fraction of Vf = 0%, Vf = 1% and Vf = 2%, respectively. Whilst, the other three beams tested with a reduced amount of shear reinforcement added with fibres with a volume fraction of, Vf = 0, Vf = 1% and Vf = 2% were examined. The beam with Vf = 0% kenaf and steel fibre in full shear reinforcement was taken as the control beam. The experimental result suggests promising enhancement of the load carrying capacity (up to 29%) and ductility (up to 22%) as well as controlled crack propagation for the beams with Vf = 1%. Additionally, it was observed that addition of fibres changes the mode of failure of the beam from brittle to a more ductile manner.
format	Article
author	Sharifah Maszura, Syed Mohsin Muhd Fareez, Manaf Noor Nabilah, Sarbini Khairunisa, Muthusamy
author_facet	Sharifah Maszura, Syed Mohsin Muhd Fareez, Manaf Noor Nabilah, Sarbini Khairunisa, Muthusamy
author_sort	Sharifah Maszura, Syed Mohsin
title	Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre
title_short	Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre
title_full	Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre
title_fullStr	Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre
title_full_unstemmed	Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre
title_sort	behaviour of reinforced concrete beams with kenaf and steel hybrid fibre
publisher	Asian Research Publishing Network (ARPN)
publishDate	2016
url	http://umpir.ump.edu.my/id/eprint/11197/ http://umpir.ump.edu.my/id/eprint/11197/ http://umpir.ump.edu.my/id/eprint/11197/12/fkasa-2016-nisa-Behaviour%20of%20Reinforced%20Concrete%20Beams.pdf http://umpir.ump.edu.my/id/eprint/11197/18/fkasa-2016-nisa-%20Behaviour%20of%20Reinforced%20Concrete%20Beams.pdf
first_indexed	2023-09-18T22:11:40Z
last_indexed	2023-09-18T22:11:40Z
_version_	1777415068438233088

Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre

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