Experimental study on effects of steel fiber volume on mechanical properties of SFRC

In recent years, considerable interest has developed in using fibers to increase the load-carrying capacity of concrete members. Fibers significantly reduce the brittleness of concrete and improve its engineering properties, such as tensile, flexural, impact resistance, fatigue, load bearing capacit...

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Main Authors: Mansour, F. R., Parniani, S., Ibrahim, Izni Syahrizal
Format: Book Section
Published: Trans Tech Publications 2011
Subjects:
Online Access:http://eprints.utm.my/id/eprint/29705/
http://dx.doi.org/10.4028/www.scientific.net/AMR.214.144
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spelling my.utm.297052017-02-04T08:28:30Z http://eprints.utm.my/id/eprint/29705/ Experimental study on effects of steel fiber volume on mechanical properties of SFRC Mansour, F. R. Parniani, S. Ibrahim, Izni Syahrizal TA Engineering (General). Civil engineering (General) In recent years, considerable interest has developed in using fibers to increase the load-carrying capacity of concrete members. Fibers significantly reduce the brittleness of concrete and improve its engineering properties, such as tensile, flexural, impact resistance, fatigue, load bearing capacity after cracking and toughness. However, studies on the exact amount of influence are very limited. Among fibers, steel fibers are one of the most popular and widely used types of fibers in both research and practice. Steel fiber-reinforced concrete (SFRC) has been used increasingly in recent years and has a lot of applications. Previous researchers have mentioned that using fiber as 0.5 - 2.5 % of the volume of concrete can significantly improve the concrete properties. The purpose of this paper is firstly to investigate the effects of fiber volume on the compressive, splitting, and flexural behaviors of SFRC, and secondly to compare modes of failure. Variable items are the steel fiber volume fraction and the curing day. A series of 108 specimens (cube, cylinder and prism) with four different steel fiber volumes are used by a ratio of 0, 0.7, 1.0 and 1.5%. All specimens are cured in a water tank for 7, 14 and 28 days, respectively to provide same conditions. Hooked-ended steel fibers with a length of 30mm and a diameter of 0.75 mm are used. Trans Tech Publications 2011 Book Section PeerReviewed Mansour, F. R. and Parniani, S. and Ibrahim, Izni Syahrizal (2011) Experimental study on effects of steel fiber volume on mechanical properties of SFRC. In: Advanced Materials Research. Trans Tech Publications, Switzerland, pp. 144-148. ISBN 978-303785063-3 http://dx.doi.org/10.4028/www.scientific.net/AMR.214.144 10.4028/www.scientific.net/AMR.214.144
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mansour, F. R.
Parniani, S.
Ibrahim, Izni Syahrizal
Experimental study on effects of steel fiber volume on mechanical properties of SFRC
description In recent years, considerable interest has developed in using fibers to increase the load-carrying capacity of concrete members. Fibers significantly reduce the brittleness of concrete and improve its engineering properties, such as tensile, flexural, impact resistance, fatigue, load bearing capacity after cracking and toughness. However, studies on the exact amount of influence are very limited. Among fibers, steel fibers are one of the most popular and widely used types of fibers in both research and practice. Steel fiber-reinforced concrete (SFRC) has been used increasingly in recent years and has a lot of applications. Previous researchers have mentioned that using fiber as 0.5 - 2.5 % of the volume of concrete can significantly improve the concrete properties. The purpose of this paper is firstly to investigate the effects of fiber volume on the compressive, splitting, and flexural behaviors of SFRC, and secondly to compare modes of failure. Variable items are the steel fiber volume fraction and the curing day. A series of 108 specimens (cube, cylinder and prism) with four different steel fiber volumes are used by a ratio of 0, 0.7, 1.0 and 1.5%. All specimens are cured in a water tank for 7, 14 and 28 days, respectively to provide same conditions. Hooked-ended steel fibers with a length of 30mm and a diameter of 0.75 mm are used.
format Book Section
author Mansour, F. R.
Parniani, S.
Ibrahim, Izni Syahrizal
author_facet Mansour, F. R.
Parniani, S.
Ibrahim, Izni Syahrizal
author_sort Mansour, F. R.
title Experimental study on effects of steel fiber volume on mechanical properties of SFRC
title_short Experimental study on effects of steel fiber volume on mechanical properties of SFRC
title_full Experimental study on effects of steel fiber volume on mechanical properties of SFRC
title_fullStr Experimental study on effects of steel fiber volume on mechanical properties of SFRC
title_full_unstemmed Experimental study on effects of steel fiber volume on mechanical properties of SFRC
title_sort experimental study on effects of steel fiber volume on mechanical properties of sfrc
publisher Trans Tech Publications
publishDate 2011
url http://eprints.utm.my/id/eprint/29705/
http://dx.doi.org/10.4028/www.scientific.net/AMR.214.144
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score 13.211869