Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers

This research was carried out to investigate the effects of hooked-end steel fibers on compressive and flexural strength of concrete containing palm oil biomass clinker (POBC) as partial replacement of fine aggregates. The optimum percentage of POBC was taken as 10%, to replace natural sand on the b...

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Main Authors:	Mangi, Sajjad Ali, Mohd Haziman, Wan Ibrahim, Mohd Baharudin, Ridzuan, Burhanudin, M. K., Norwati, Jamaluddin, Kok, Hui Li, Shahiron, Shahidan, Faisal, Sheikh Khalid, Mohd Fadzil, Arshad, Putra Jaya, Ramadhansyah
Format:	Article
Language:	English
Published:	Penerbit UTHM 2018
Subjects:	TH Building construction
Online Access:	http://umpir.ump.edu.my/id/eprint/23558/ http://umpir.ump.edu.my/id/eprint/23558/ http://umpir.ump.edu.my/id/eprint/23558/ http://umpir.ump.edu.my/id/eprint/23558/1/Compressive%20and%20Flexural%20Strength%20of%20Concrete.pdf

id	ump-23558
recordtype	eprints
spelling	ump-235582019-01-07T07:38:56Z http://umpir.ump.edu.my/id/eprint/23558/ Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah TH Building construction This research was carried out to investigate the effects of hooked-end steel fibers on compressive and flexural strength of concrete containing palm oil biomass clinker (POBC) as partial replacement of fine aggregates. The optimum percentage of POBC was taken as 10%, to replace natural sand on the basis of trial mixes. Due to the porous characteristic of POBC, hooked-end steel fibers were added to improve the flexural strength of concrete. For this research, the concrete mixture containing 10% of POBC with varying percentages of the hooked-end steel fibers i.e. 0.2%, 0.4% and 0.6% by weight was produced. Total 48 specimens were prepared, 24 concrete cubes for compressive strength and 24 prisms were prepared for flexural strength at 7 days and 28 days. Hence, it was evaluated that the reduction of workability in concrete with the addition of steel fibers. Furthermore, The maximum flexural strength were recorded as 2.54 MPa with 0.4% hooked-end steel fibers at 28days and maximum compressive strength of was recorded as 27.51 MPa with 0.6% hooked-end steel fibers at 28days. It is concluded that the hooked-end steel fibers has good potentiality to enhance the compressive as well as flexural strength of concrete. Penerbit UTHM 2018-12-31 Article PeerReviewed pdf en cc_by_sa_4 http://umpir.ump.edu.my/id/eprint/23558/1/Compressive%20and%20Flexural%20Strength%20of%20Concrete.pdf Mangi, Sajjad Ali and Mohd Haziman, Wan Ibrahim and Mohd Baharudin, Ridzuan and Burhanudin, M. K. and Norwati, Jamaluddin and Kok, Hui Li and Shahiron, Shahidan and Faisal, Sheikh Khalid and Mohd Fadzil, Arshad and Putra Jaya, Ramadhansyah (2018) Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers. International Journal of Integrated Engineering, 10 (9). pp. 152-157. ISSN 2229-838X (Print); 2600-7916 (Online) http://penerbit.uthm.edu.my/ojs/index.php/ijie/article/view/2559 https://doi.org/10.30880/ijie.xx.xx.xxxx.xx.xxxx
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TH Building construction
spellingShingle	TH Building construction Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers
description	This research was carried out to investigate the effects of hooked-end steel fibers on compressive and flexural strength of concrete containing palm oil biomass clinker (POBC) as partial replacement of fine aggregates. The optimum percentage of POBC was taken as 10%, to replace natural sand on the basis of trial mixes. Due to the porous characteristic of POBC, hooked-end steel fibers were added to improve the flexural strength of concrete. For this research, the concrete mixture containing 10% of POBC with varying percentages of the hooked-end steel fibers i.e. 0.2%, 0.4% and 0.6% by weight was produced. Total 48 specimens were prepared, 24 concrete cubes for compressive strength and 24 prisms were prepared for flexural strength at 7 days and 28 days. Hence, it was evaluated that the reduction of workability in concrete with the addition of steel fibers. Furthermore, The maximum flexural strength were recorded as 2.54 MPa with 0.4% hooked-end steel fibers at 28days and maximum compressive strength of was recorded as 27.51 MPa with 0.6% hooked-end steel fibers at 28days. It is concluded that the hooked-end steel fibers has good potentiality to enhance the compressive as well as flexural strength of concrete.
format	Article
author	Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah
author_facet	Mangi, Sajjad Ali Mohd Haziman, Wan Ibrahim Mohd Baharudin, Ridzuan Burhanudin, M. K. Norwati, Jamaluddin Kok, Hui Li Shahiron, Shahidan Faisal, Sheikh Khalid Mohd Fadzil, Arshad Putra Jaya, Ramadhansyah
author_sort	Mangi, Sajjad Ali
title	Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers
title_short	Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers
title_full	Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers
title_fullStr	Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers
title_full_unstemmed	Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers
title_sort	compressive and flexural strength of concrete containing palm oil biomass clinker with hooked-end steel fibers
publisher	Penerbit UTHM
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/23558/ http://umpir.ump.edu.my/id/eprint/23558/ http://umpir.ump.edu.my/id/eprint/23558/ http://umpir.ump.edu.my/id/eprint/23558/1/Compressive%20and%20Flexural%20Strength%20of%20Concrete.pdf
first_indexed	2023-09-18T22:35:19Z
last_indexed	2023-09-18T22:35:19Z
_version_	1777416556961071104

Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fibers

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