Flexural behavior of permanent precast formwork beams

This study is to explore the flexural behaviour of permanent precast formwork beam. The total three beams that have dimensions 150 mm x 300 mm x 3000 mm have been casted and tested. Two beams are permanent precast formwork beam and one beam as a control beam. The beam have been tested using America...

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Main Author:	Md. Yusuf, Nurulsiqqin Aishah
Format:	Thesis
Language:	English
Published:	2014
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf
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id	my-utm-ep.78340
record_format	uketd_dc
spelling	my-utm-ep.783402018-08-26T11:51:56Z Flexural behavior of permanent precast formwork beams 2014-01 Md. Yusuf, Nurulsiqqin Aishah TA Engineering (General). Civil engineering (General) This study is to explore the flexural behaviour of permanent precast formwork beam. The total three beams that have dimensions 150 mm x 300 mm x 3000 mm have been casted and tested. Two beams are permanent precast formwork beam and one beam as a control beam. The beam have been tested using America Society Testing and Material (ASTM) C78 for testing flexural strength of concrete beams using a four point bend test by the third-point method. The results show that the permanent precast formwork beams exhibit increased flexural strength and higher bending capacity compared to normal concrete beam. 2014-01 Thesis http://eprints.utm.my/id/eprint/78340/ http://eprints.utm.my/id/eprint/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:79997 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Md. Yusuf, Nurulsiqqin Aishah Flexural behavior of permanent precast formwork beams
description	This study is to explore the flexural behaviour of permanent precast formwork beam. The total three beams that have dimensions 150 mm x 300 mm x 3000 mm have been casted and tested. Two beams are permanent precast formwork beam and one beam as a control beam. The beam have been tested using America Society Testing and Material (ASTM) C78 for testing flexural strength of concrete beams using a four point bend test by the third-point method. The results show that the permanent precast formwork beams exhibit increased flexural strength and higher bending capacity compared to normal concrete beam.
format	Thesis
qualification_level	Master's degree
author	Md. Yusuf, Nurulsiqqin Aishah
author_facet	Md. Yusuf, Nurulsiqqin Aishah
author_sort	Md. Yusuf, Nurulsiqqin Aishah
title	Flexural behavior of permanent precast formwork beams
title_short	Flexural behavior of permanent precast formwork beams
title_full	Flexural behavior of permanent precast formwork beams
title_fullStr	Flexural behavior of permanent precast formwork beams
title_full_unstemmed	Flexural behavior of permanent precast formwork beams
title_sort	flexural behavior of permanent precast formwork beams
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2014
url	http://eprints.utm.my/id/eprint/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf
_version_	1747817965341900800

Flexural behavior of permanent precast formwork beams

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