Behaviour of reinforced concrete beams with opening added with kenaf fiber

This paper presents the findings of an experimental research program that was conducted to improve the structural behaviour of natural fiber reinforced concrete (FRC) beam with opening at end which is made using kenaf fiber. Appropriate mixture proportions and mixing procedures are calculated to pro...

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Main Author: Nazmin, Zulaili
Format: Undergraduates Project Papers
Language:English
Published: 2018
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/27810/
http://umpir.ump.edu.my/id/eprint/27810/
http://umpir.ump.edu.my/id/eprint/27810/1/Behaviour%20of%20reinforced%20concrete%20beams%20with%20opening%20added%20with%20kenaf.pdf
id ump-27810
recordtype eprints
spelling ump-278102020-02-11T08:48:44Z http://umpir.ump.edu.my/id/eprint/27810/ Behaviour of reinforced concrete beams with opening added with kenaf fiber Nazmin, Zulaili TA Engineering (General). Civil engineering (General) This paper presents the findings of an experimental research program that was conducted to improve the structural behaviour of natural fiber reinforced concrete (FRC) beam with opening at end which is made using kenaf fiber. Appropriate mixture proportions and mixing procedures are calculated to produce beam with kenaf volume fractions, Vf of 0%, 1% and 2%. The compressive strength, flexural strength of kenaf fiber reinforced concrete (KFRC) specimens are presented and compared to the behaviour of plain concrete control specimens. The experimental results indicate that the behaviour of KFRC and compression test were both decreasing with increasing volume of fraction. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/27810/1/Behaviour%20of%20reinforced%20concrete%20beams%20with%20opening%20added%20with%20kenaf.pdf Nazmin, Zulaili (2018) Behaviour of reinforced concrete beams with opening added with kenaf fiber. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=91005
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)
Nazmin, Zulaili
Behaviour of reinforced concrete beams with opening added with kenaf fiber
description This paper presents the findings of an experimental research program that was conducted to improve the structural behaviour of natural fiber reinforced concrete (FRC) beam with opening at end which is made using kenaf fiber. Appropriate mixture proportions and mixing procedures are calculated to produce beam with kenaf volume fractions, Vf of 0%, 1% and 2%. The compressive strength, flexural strength of kenaf fiber reinforced concrete (KFRC) specimens are presented and compared to the behaviour of plain concrete control specimens. The experimental results indicate that the behaviour of KFRC and compression test were both decreasing with increasing volume of fraction.
format Undergraduates Project Papers
author Nazmin, Zulaili
author_facet Nazmin, Zulaili
author_sort Nazmin, Zulaili
title Behaviour of reinforced concrete beams with opening added with kenaf fiber
title_short Behaviour of reinforced concrete beams with opening added with kenaf fiber
title_full Behaviour of reinforced concrete beams with opening added with kenaf fiber
title_fullStr Behaviour of reinforced concrete beams with opening added with kenaf fiber
title_full_unstemmed Behaviour of reinforced concrete beams with opening added with kenaf fiber
title_sort behaviour of reinforced concrete beams with opening added with kenaf fiber
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/27810/
http://umpir.ump.edu.my/id/eprint/27810/
http://umpir.ump.edu.my/id/eprint/27810/1/Behaviour%20of%20reinforced%20concrete%20beams%20with%20opening%20added%20with%20kenaf.pdf
first_indexed 2023-09-18T22:43:37Z
last_indexed 2023-09-18T22:43:37Z
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