Flexural behaviour of reinforcement beam using slab deck permanent formwork

The use of slab deck permanent formwork method in reinforcement beam construction will give an effect on thier strength referring to the bonding of interfacial between cast in situ concrete and permanent formwork. In addition this method will minimized the construction handling, transportation and t...

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Main Author:	Muhammad Amir Sufi , Shukri
Format:	Undergraduates Project Papers
Language:	English
Published:	2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/11090/ http://umpir.ump.edu.my/id/eprint/11090/ http://umpir.ump.edu.my/id/eprint/11090/1/MUHAMMAD%20AMIR%20SUFI%20BIN%20SHUKRI.PDF

id	ump-11090
recordtype	eprints
spelling	ump-110902015-11-11T00:21:27Z http://umpir.ump.edu.my/id/eprint/11090/ Flexural behaviour of reinforcement beam using slab deck permanent formwork Muhammad Amir Sufi , Shukri TA Engineering (General). Civil engineering (General) The use of slab deck permanent formwork method in reinforcement beam construction will give an effect on thier strength referring to the bonding of interfacial between cast in situ concrete and permanent formwork. In addition this method will minimized the construction handling, transportation and the number of workers. This paper presents the experimental result of the static loading effect on the reinforcement beam slab deck permanent formwork. Two different thickness (50mm and 75mm) with different material such as SikaGrout and normal plain concrete were incorporated as slab deck permanent formwork in reinforcement beam and a solid reinforcement beam without slab deck permanent formwork as the control specimen. Five number of sample, with dimension 150mm x 200mm x 3000mm, were tested, two of different thickness Sikagrout and normal concrete slab deck permanent formwork and one solid beam as control beam. The beams were subjected to four point loading test until failure. The findings of the experiment been shown that the beam with 75mm of SikaGrout slab deck permanent formwork were improved the performance of the structure. The observation made suggested that reinforcement beam with 75mm thickness of SikaGrout slab deck permanent formwork gave the optimum performance of the reinforced beam structure. 2013-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11090/1/MUHAMMAD%20AMIR%20SUFI%20BIN%20SHUKRI.PDF Muhammad Amir Sufi , Shukri (2013) Flexural behaviour of reinforcement beam using slab deck permanent formwork. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:85169&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) Muhammad Amir Sufi , Shukri Flexural behaviour of reinforcement beam using slab deck permanent formwork
description	The use of slab deck permanent formwork method in reinforcement beam construction will give an effect on thier strength referring to the bonding of interfacial between cast in situ concrete and permanent formwork. In addition this method will minimized the construction handling, transportation and the number of workers. This paper presents the experimental result of the static loading effect on the reinforcement beam slab deck permanent formwork. Two different thickness (50mm and 75mm) with different material such as SikaGrout and normal plain concrete were incorporated as slab deck permanent formwork in reinforcement beam and a solid reinforcement beam without slab deck permanent formwork as the control specimen. Five number of sample, with dimension 150mm x 200mm x 3000mm, were tested, two of different thickness Sikagrout and normal concrete slab deck permanent formwork and one solid beam as control beam. The beams were subjected to four point loading test until failure. The findings of the experiment been shown that the beam with 75mm of SikaGrout slab deck permanent formwork were improved the performance of the structure. The observation made suggested that reinforcement beam with 75mm thickness of SikaGrout slab deck permanent formwork gave the optimum performance of the reinforced beam structure.
format	Undergraduates Project Papers
author	Muhammad Amir Sufi , Shukri
author_facet	Muhammad Amir Sufi , Shukri
author_sort	Muhammad Amir Sufi , Shukri
title	Flexural behaviour of reinforcement beam using slab deck permanent formwork
title_short	Flexural behaviour of reinforcement beam using slab deck permanent formwork
title_full	Flexural behaviour of reinforcement beam using slab deck permanent formwork
title_fullStr	Flexural behaviour of reinforcement beam using slab deck permanent formwork
title_full_unstemmed	Flexural behaviour of reinforcement beam using slab deck permanent formwork
title_sort	flexural behaviour of reinforcement beam using slab deck permanent formwork
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/11090/ http://umpir.ump.edu.my/id/eprint/11090/ http://umpir.ump.edu.my/id/eprint/11090/1/MUHAMMAD%20AMIR%20SUFI%20BIN%20SHUKRI.PDF
first_indexed	2023-09-18T22:11:28Z
last_indexed	2023-09-18T22:11:28Z
_version_	1777415056008413184

Flexural behaviour of reinforcement beam using slab deck permanent formwork

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