Behaviour of kenaf fiber reinforced concrete

Hibiscus cannabinus L as known as kenaf is one of the natural fibers that having many advantages such as lightweight, no corrosion and low cost as alternative reinforcement for reinforced concrete beam. The using of natural fiber in construction fields will improve the promotion of green building ma...

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Main Author:	Mohd Zuraidi, Salehudin
Format:	Undergraduates Project Papers
Language:	English
Published:	2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12373/ http://umpir.ump.edu.my/id/eprint/12373/ http://umpir.ump.edu.my/id/eprint/12373/1/FKASA%20-%20MOHD%20ZURAIDI%20BIN%20SALEHUDIN.PDF

id	ump-12373
recordtype	eprints
spelling	ump-123732016-03-22T03:26:10Z http://umpir.ump.edu.my/id/eprint/12373/ Behaviour of kenaf fiber reinforced concrete Mohd Zuraidi, Salehudin TA Engineering (General). Civil engineering (General) Hibiscus cannabinus L as known as kenaf is one of the natural fibers that having many advantages such as lightweight, no corrosion and low cost as alternative reinforcement for reinforced concrete beam. The using of natural fiber in construction fields will improve the promotion of green building materials kenaf fiber is as an alternative to use in concrete structure. The purpose of this research is to study the kenaf fiber of reinforced concrete beam in term of flexural and compression strength with main bar and without main bar added with kenaf fibers. Other than that, this research is to study the effect of amount of kenaf fibers added to the concrete in term of strength, cracking pattern and deflection. The compressive strength test was conducted on the different type of concrete mix. This study was implemented to do the comparison between a normal concrete to the different amount of kenaf fibers. A 3 point bending test also was conducted for beam with main bar and without main bar to determine the flexural strength, deflection and crack pattern. From the flexural test result the beam contain 30kg/m3 give the close result to control beam. As conclusion, the amount of kenaf below than 30kg/m3 can give some improvement on flexural strength of reinforced concrete beam. 2013-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12373/1/FKASA%20-%20MOHD%20ZURAIDI%20BIN%20SALEHUDIN.PDF Mohd Zuraidi, Salehudin (2013) Behaviour of kenaf fiber reinforced concrete. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:85022&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Mohd Zuraidi, Salehudin Behaviour of kenaf fiber reinforced concrete
description	Hibiscus cannabinus L as known as kenaf is one of the natural fibers that having many advantages such as lightweight, no corrosion and low cost as alternative reinforcement for reinforced concrete beam. The using of natural fiber in construction fields will improve the promotion of green building materials kenaf fiber is as an alternative to use in concrete structure. The purpose of this research is to study the kenaf fiber of reinforced concrete beam in term of flexural and compression strength with main bar and without main bar added with kenaf fibers. Other than that, this research is to study the effect of amount of kenaf fibers added to the concrete in term of strength, cracking pattern and deflection. The compressive strength test was conducted on the different type of concrete mix. This study was implemented to do the comparison between a normal concrete to the different amount of kenaf fibers. A 3 point bending test also was conducted for beam with main bar and without main bar to determine the flexural strength, deflection and crack pattern. From the flexural test result the beam contain 30kg/m3 give the close result to control beam. As conclusion, the amount of kenaf below than 30kg/m3 can give some improvement on flexural strength of reinforced concrete beam.
format	Undergraduates Project Papers
author	Mohd Zuraidi, Salehudin
author_facet	Mohd Zuraidi, Salehudin
author_sort	Mohd Zuraidi, Salehudin
title	Behaviour of kenaf fiber reinforced concrete
title_short	Behaviour of kenaf fiber reinforced concrete
title_full	Behaviour of kenaf fiber reinforced concrete
title_fullStr	Behaviour of kenaf fiber reinforced concrete
title_full_unstemmed	Behaviour of kenaf fiber reinforced concrete
title_sort	behaviour of kenaf fiber reinforced concrete
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/12373/ http://umpir.ump.edu.my/id/eprint/12373/ http://umpir.ump.edu.my/id/eprint/12373/1/FKASA%20-%20MOHD%20ZURAIDI%20BIN%20SALEHUDIN.PDF
first_indexed	2023-09-18T22:13:58Z
last_indexed	2023-09-18T22:13:58Z
_version_	1777415213229801472

Behaviour of kenaf fiber reinforced concrete

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