Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli

The inclusion of steel fibres in the concrete matrix is the best alternative to control crack propagation along the failure plane. For decades, some of the studies carried out on steel fibre reinforced concrete beam (SFRC) had highlighted the effect of fibre dosage, fibre type and fibre size tow...

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Main Authors:	Rosli, Nur Anisa Athirah, Hamzah, Siti Hawa, Tengku Azhan, Tengku Aizzat Danial
Format:	Article
Language:	English
Published:	Universiti Teknologi Mara Cawangan Pulau Pinang 2017
Subjects:	TA Engineering. Civil engineering Materials of engineering and construction Concrete Strength and testing
Online Access:	http://ir.uitm.edu.my/id/eprint/28755/ http://ir.uitm.edu.my/id/eprint/28755/ http://ir.uitm.edu.my/id/eprint/28755/1/AJ_NUR%20ANISA%20ATHIRAH%20ROSLI%20EAJ%20P%2017.pdf

id	uitm-28755
recordtype	eprints
spelling	uitm-287552020-03-11T09:04:43Z http://ir.uitm.edu.my/id/eprint/28755/ Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli Rosli, Nur Anisa Athirah Hamzah, Siti Hawa Tengku Azhan, Tengku Aizzat Danial TA Engineering. Civil engineering Materials of engineering and construction Concrete Strength and testing The inclusion of steel fibres in the concrete matrix is the best alternative to control crack propagation along the failure plane. For decades, some of the studies carried out on steel fibre reinforced concrete beam (SFRC) had highlighted the effect of fibre dosage, fibre type and fibre size towards the mechanical behaviour of concrete, however, there are still uncertainties as to what extent does hooked end fibres with size of 35 mm and 60 mm at 40 kg/m3 and 80 kg/m3 respectively affected the flexural strength and crack produced in concrete. Thus, this study intends to investigate both effect of fibre dosage and fibre length of hooked end steel fibre towards flexural strength and crack propagation in 75 mm x 75 mm x 300 mm fibred concrete beam. In the study, hooked end steel fibres were incorporated into 12 beams having specified strength of 30 MPa. Meanwhile, the flexural strength of concrete was tested using Universal Testing Machine (UTM) under three point bending test. The incorporation of fibre at higher dosage with longer length has resulted in better results in terms of flexural strength and the crack produced as compared to the usage of short fibre at lower dosage Universiti Teknologi Mara Cawangan Pulau Pinang 2017-06 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/28755/1/AJ_NUR%20ANISA%20ATHIRAH%20ROSLI%20EAJ%20P%2017.pdf Rosli, Nur Anisa Athirah and Hamzah, Siti Hawa and Tengku Azhan, Tengku Aizzat Danial (2017) Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli. ESTEEM Academic Journal, 13. pp. 108-119. ISSN 1675-7939 http://uppp.uitm.edu.my
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	TA Engineering. Civil engineering Materials of engineering and construction Concrete Strength and testing
spellingShingle	TA Engineering. Civil engineering Materials of engineering and construction Concrete Strength and testing Rosli, Nur Anisa Athirah Hamzah, Siti Hawa Tengku Azhan, Tengku Aizzat Danial Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli
description	The inclusion of steel fibres in the concrete matrix is the best alternative to control crack propagation along the failure plane. For decades, some of the studies carried out on steel fibre reinforced concrete beam (SFRC) had highlighted the effect of fibre dosage, fibre type and fibre size towards the mechanical behaviour of concrete, however, there are still uncertainties as to what extent does hooked end fibres with size of 35 mm and 60 mm at 40 kg/m3 and 80 kg/m3 respectively affected the flexural strength and crack produced in concrete. Thus, this study intends to investigate both effect of fibre dosage and fibre length of hooked end steel fibre towards flexural strength and crack propagation in 75 mm x 75 mm x 300 mm fibred concrete beam. In the study, hooked end steel fibres were incorporated into 12 beams having specified strength of 30 MPa. Meanwhile, the flexural strength of concrete was tested using Universal Testing Machine (UTM) under three point bending test. The incorporation of fibre at higher dosage with longer length has resulted in better results in terms of flexural strength and the crack produced as compared to the usage of short fibre at lower dosage
format	Article
author	Rosli, Nur Anisa Athirah Hamzah, Siti Hawa Tengku Azhan, Tengku Aizzat Danial
author_facet	Rosli, Nur Anisa Athirah Hamzah, Siti Hawa Tengku Azhan, Tengku Aizzat Danial
author_sort	Rosli, Nur Anisa Athirah
title	Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli
title_short	Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli
title_full	Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli
title_fullStr	Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli
title_full_unstemmed	Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli
title_sort	flexural crack propagation in steel fibre concrete beam / nur anisa athirah rosli
publisher	Universiti Teknologi Mara Cawangan Pulau Pinang
publishDate	2017
url	http://ir.uitm.edu.my/id/eprint/28755/ http://ir.uitm.edu.my/id/eprint/28755/ http://ir.uitm.edu.my/id/eprint/28755/1/AJ_NUR%20ANISA%20ATHIRAH%20ROSLI%20EAJ%20P%2017.pdf
first_indexed	2023-09-18T23:20:43Z
last_indexed	2023-09-18T23:20:43Z
_version_	1777419412943405056

Flexural crack propagation in steel fibre concrete beam / Nur Anisa Athirah Rosli

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