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Abstract

It is now well established that one of the important properties of steel fibre reinforced concrete (SFRC) is its superior resistance to cracking and crack propagation. As a result of this ability to arrest cracks, fibre composites possess increased extensibility and tensile strength, both at first crack and at ultimate, particular under flexural loading; and the fibres are able to hold the matrix together even after extensive cracking. The net result of all these is to impart to the fibre composite pronounced post – cracking ductility which is unheard of in ordinary concrete.

In this paper, the mechanic properties i.e. Compressive, Flexural and split tensile strength of SFRC are discussed.

Keywords: Steel fiber, concrete, properties, crack.

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Author Biographies

S.G. Jeurkar, M.S. Bidve Engineering College, Latur-413512 Maharashtra

Student M.E. Civil-Structures

K.S. Upase, M.S. Bidve Engineering College, Latur-413512 Maharashtra

Associated Professor, Civil Engineering Department
How to Cite
Jeurkar, S., & Upase, K. (2015). Behavior of Steel Fiber Reinforced Concrete for M-25 Grade. International Journal of Emerging Trends in Science and Technology, 2(02). Retrieved from https://igmpublication.org/ijetst.in/index.php/ijetst/article/view/510

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BIS 383:1970 Specification for coarse and fine aggregates from natural sources for concrete (second revision