Experimental Study of Slurry Infiltrated Fiber Reinforced Concrete

Mustaqqim Abdul Rahim; Zuhayr Md Ghazaly; Raja Nurazira Raja Mamat; Muhammad Azizi Azizan; Nur Fitriah Isa; Shahiron Shahidan

doi:10.4028/www.scientific.net/MSF.857.363

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HomeMaterials Science ForumMaterials Science Forum Vol. 857Experimental Study of Slurry Infiltrated Fiber...

Experimental Study of Slurry Infiltrated Fiber Reinforced Concrete

Abstract:

Slurry Infiltrated Fiber Reinforced Concrete (SIFCON) is a relatively new high performance and advanced material and can be considered as a special type of Steel Fiber Reinforced Concrete (SFRC). The hooked-end shape steel fiber assist in controlling the propagation of cracking in the matrix by improving the overall cracking resistance and by bridging across even smaller cracks. In this paper, the comparison between the steel fiber reinforcement and BRC wire mesh will obtain and also between the different thickness size. The steel fiber will use from different percentage based on volume frictions which are 0.5%, 1% and 2% with aspect ratio 67. The beam is tested for flexural strength. The relationship between loads versus deflection represented graphically. The highest flexural strength obtained in this research is 19.34 MPa with 2% volume friction of steel fiber.

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Periodical:

Materials Science Forum (Volume 857)

Pages:

363-366

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.857.363

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Online since:

May 2016

Authors:

Mustaqqim Abdul Rahim, Zuhayr Md Ghazaly, Raja Nurazira Raja Mamat, Muhammad Azizi Azizan, Nur Fitriah Isa, Shahiron Shahidan

Keywords:

BRC, Deflection, Flexural Strength, SFRC, SIFCON, Steel Fiber

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