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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 http://igmpublication.org/ijetst.in/index.php/ijetst/article/view/510

References

1. Ganeshan N et al, (2007) „steel fibre reinforced high performance concrete for seismic resistant structure‟ Civil Engineering and construction Review, December 2007, pp 54-63
2. Bhikshma V, Ravande Kishor and Nitturkar Kalidas (2005),” Mechanical properties of fibre reinforced high strength concrete „Recent advances in concrete and construction tech‟6-8 Jan 2005, Chennai, pp 23-33
3. Balaguru P and Najm H (2004), “High-performance fibre reinforced concrete mixture proportion with high fibre volume fractions”, Material Journal, volume 101, issue 4, July 1, 2004 pp281-286
4. Ghavami, K., Rodrigues, C.and. Paciornik, S., “Bamboo: Functionally Graded Composite Material”, Asian Journal of Civil Engineering (building & housing), Vol. 4. (2003), pp 1-10
5. Tensing D,Jeminah and Jaygopal L S (2003) “ Permeability studies on steel fibre reinforced concrete and influence of fly ash” National seminar on advance in construction materials,14-15 feb 2003.
6. Madan S. K., Rajeshkumar G., and Sign S.P., “Steel Fibers as Replacement to Web Reinforcement for RCC Deep Beam in Shear”, Asian journal of Civil Engineering Building and Housing), Vol. 8, No. 5 (2007), pp 479-489
7. Damgir R.M.and Ishaque M.I.M (2003) “Effect of silica fume and steel fibre composite on strength properties of high performan ce concrete”, proceedimg of the INCONTEST 2003, Coimbatore,10-12 sept 2003,pp281-286
8. Raghuprasad .P.S, Ravindranatha (2003) “Experimental investigation on flexural strength of slurry infiltrated fibre concrete” proceedimg of the INCONTEST 2003, Coimbatore, 10-12 sept 2003, pp 403-408
9. S.K. Madan, g. Rajesh Kumar and S.P. Singh, “Steel fibers replacement of web reinforcement for RCC deep beam in shear”, Asian Journal of Civil Engineering (Building and Housing), Vol. 8, No. 56(2007), pp 479-489
10. Permalatha J and Govindraj V (2003) “Experimental studies on fibre reinforced concrete” ”proceedimg of the INCONTEST 2003, Coimbatore, 10-12 sept 2003, pp 462-468
11. Bayasi,Z and Zeng,J.(1993) “Properties of polypropylene fibre reinforced concrete” ACI Materials Journal, Novl-Dec 1993, vol. 90 No 6, pp 605-610
12. Soroushian P. and Bayasi (1991) “Fibre-type effect on the performance of steel fibre reinforced concrete”ACI Materials Journal , Mar-Apr 1991,vol 88 No 2,pp129-134
13. Ezeldin A.S and Lowe S.R (1991) “Mechanical properties of steel fibre reinforced rapid-set materials” ”ACI Materials Journal, Jul-Aug 1991, vol. 88 No 4, pp384-389
14. Ramakrishnan V, Wu G.Y. and Hosalli G (1989) “Flexural behaviour and toughness of fibre reinforced” Transportation Research Record, 1989, no.1226, pp69-77.
BIS 383:1970 Specification for coarse and fine aggregates from natural sources for concrete (second revision