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:
Online Access:http://eprints.utm.my/id/eprint/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf
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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
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