Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab

Oil palm shell (OPS) is considered as a waste material originating from the oil palm industry. On the other hand, steel fibre can act as an unconventional material to reduce the sensitivity of OPS concrete. Hybridization of fibre leads to improvements on the mechanical and ductility characteristics...

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Main Author:	Nursyazwani, Mat Lazim
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12230/ http://umpir.ump.edu.my/id/eprint/12230/ http://umpir.ump.edu.my/id/eprint/12230/1/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29.pdf http://umpir.ump.edu.my/id/eprint/12230/2/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12230/3/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29%20-%20CHAP%203.pdf

id	ump-12230
recordtype	eprints
spelling	ump-122302016-03-17T06:46:38Z http://umpir.ump.edu.my/id/eprint/12230/ Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab Nursyazwani, Mat Lazim TA Engineering (General). Civil engineering (General) Oil palm shell (OPS) is considered as a waste material originating from the oil palm industry. On the other hand, steel fibre can act as an unconventional material to reduce the sensitivity of OPS concrete. Hybridization of fibre leads to improvements on the mechanical and ductility characteristics of the concrete. In this research, the effect of steel hybrid fibre on the compressive strength and ultimate shear failure concrete slab were studied. Cube compressive strength and combined bending and shear tests for the slab were conducted. OPS that were used are from Kilang Panching while steel fibres are from a factory at Klang. In this study, aspect ratio and volume fraction were emphasized in selecting the most suitable type of steel fibre. The results on the cube compressive strengths shows range of 12.4 MPa – 14.9 MPa, 10.2 MPa – 12.7 MPa and 12.0 MPa – 13.7 MPa for B1, B2 and B3 cubes, respectively. The values were slightly lower than the design concrete strength of 20 MPa. On the other hand, the ultimate shear failure gives range of 36.0 kN – 60.5 kN, 37 kN – 46 kN, 38 kN – 47 kN for B1, B2 and B3 slabs, respectively. As a conclusion, slabs with longest length of steel fibre, SF60 shown better structural performance compared with other length. In terms of hybridization effect, it shows none improvement to the structural slab. 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12230/1/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12230/2/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12230/3/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29%20-%20CHAP%203.pdf Nursyazwani, Mat Lazim (2015) Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92241&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nursyazwani, Mat Lazim Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab
description	Oil palm shell (OPS) is considered as a waste material originating from the oil palm industry. On the other hand, steel fibre can act as an unconventional material to reduce the sensitivity of OPS concrete. Hybridization of fibre leads to improvements on the mechanical and ductility characteristics of the concrete. In this research, the effect of steel hybrid fibre on the compressive strength and ultimate shear failure concrete slab were studied. Cube compressive strength and combined bending and shear tests for the slab were conducted. OPS that were used are from Kilang Panching while steel fibres are from a factory at Klang. In this study, aspect ratio and volume fraction were emphasized in selecting the most suitable type of steel fibre. The results on the cube compressive strengths shows range of 12.4 MPa – 14.9 MPa, 10.2 MPa – 12.7 MPa and 12.0 MPa – 13.7 MPa for B1, B2 and B3 cubes, respectively. The values were slightly lower than the design concrete strength of 20 MPa. On the other hand, the ultimate shear failure gives range of 36.0 kN – 60.5 kN, 37 kN – 46 kN, 38 kN – 47 kN for B1, B2 and B3 slabs, respectively. As a conclusion, slabs with longest length of steel fibre, SF60 shown better structural performance compared with other length. In terms of hybridization effect, it shows none improvement to the structural slab.
format	Undergraduates Project Papers
author	Nursyazwani, Mat Lazim
author_facet	Nursyazwani, Mat Lazim
author_sort	Nursyazwani, Mat Lazim
title	Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab
title_short	Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab
title_full	Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab
title_fullStr	Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab
title_full_unstemmed	Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab
title_sort	effect of fiber hybridzation of the behaviour of oil palm shell concrete slab
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12230/ http://umpir.ump.edu.my/id/eprint/12230/ http://umpir.ump.edu.my/id/eprint/12230/1/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29.pdf http://umpir.ump.edu.my/id/eprint/12230/2/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12230/3/FKASA%20-%20NURSYAZWANI%20BINTI%20MAT%20LAZIM%20%28CD9340%29%20-%20CHAP%203.pdf
first_indexed	2023-09-18T22:13:40Z
last_indexed	2023-09-18T22:13:40Z
_version_	1777415194106920960

Effect of fiber hybridzation of the behaviour of oil palm shell concrete slab

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