Properties of Steel Fiber Reinforced Concrete Composites
K.SITA HEMANTH, J.SUPRIYA, , ,
Affiliations (M.Tech) Structural Engineering, Dept. of Civil EngineeringAssociate Professor, Dept. of Civil Engineering Priyadharshini Institute of Tech & Science
Concrete is generally utilized Construction material as a part of the world. Fiber reinforced concrete (FRC)
is a concrete in which little and spasmodic filaments are scattered consistently. The filaments utilized as a part of FRC
may be of distinctive materials like steel, G.I., carbon, glass, asbestos, polypropylene, jute and so forth. Half and half
fiber can give support at all the scope of strains. Mix of low and high modulus strands can capture splits at miniaturized
scale level and in addition full scale level. Overcome disservice of lower workability brought about because of utilization
of just higher rate of steel filaments. Potential point of interest in enhancing concrete properties and decreasing the
general expense of concrete creation. FRC has discovered numerous applications in structural building field. In light of
the research facility investigate fiber reinforced concrete (FRC), block and barrels examples have been planned with
steel fiber reinforced concrete (SFRC) containing strands of 0% and 0.5% volume part of snare end Steel filaments of
53.85, 50 perspective proportion and soluble base safe glass strands containing 0% and 0.25% by weight of bond of
12mm cut length were utilized without admixture. The outcomes got demonstrate that the expansion of steel fiber
enhances the modulus of flexibility of concrete. It was additionally examined that by expanding the fiber volume portion
from 0.5% to 1.5% and viewpoint proportion of strands from 50 to 71 there was a sound impact on modulus of versatility
of Steel Fiber Reinforced Concrete.
K.SITA HEMANTH,J.SUPRIYA."Properties of Steel Fiber Reinforced Concrete Composites". International Journal of Computer Engineering In Research Trends (IJCERT) ,ISSN:2349-7084 ,Vol.2, Issue 12,pp.1039-1043 , December- 2015, URL :https://ijcert.org/ems/ijcert_papers/V2I1240.pdf,
. Chen, S, 2004. “Strength of Steel Fibre Reinforced Concrete Ground Slabs”. Proceedings of the Institute of Civil Engineers, Structures and Buildings (157), Issue SB2, pp. 157-163
. Banthia,N,Chokri,K, and Trottier,JF,1995. Impact tests on Cement-Based Fiber Reinforced Composites. ACI Publications, Detroit, USA, SP, 155-9, pp.171-188
. Khaloo, A R and Kim, N, 1997. “Influence of Concrete and Fiber Characteristics on Behaviour of Steel Fiber Reinforced Concrete under Direct Shear”. ACI Materials Journal, 94, No. 4, pp. 592-601.
. Johnston, CD, and Zemp, WR, 1991. “Flexural Fatigue performance of Steel Fibre reinforced concrete- Influence of Fibre Content, Aspect Ratio, and Type”. ACI Material Journal, 88, No.4, pp. 374- 383.
. Elsaigh,WA and Kearsley,EP,2002.”Effect of Steel Fibre Content on Properties of Concrete”. Journal of Concrete/Beton, South Africa, No 102, pp. 8-12.
. Johnston Gopalaratnam, V.S. and S. Shah, 1987. “Failure mechanism and Fracture of fibre reinforced concrete, Fibre reinforced concrete – Properties and Application”, American Concrete Institute.
. A.M Shende et al.. “Comparative Study on Steel Fiber Reinforced cum Control Concrete” International Journal Of Advanced Engineering Sciences And Technologies Vol. No. 6, Issue No. 1, 116 – 120
. Mohammed Alias Yusof et al., “Mechanical Properties of Hybrid Steel Fibre Reinforced Concrete with Different Aspect Ratio.” Australian Journal of Basic and Applied Sciences, 2011
. Er Prashant Y.Pawade et al. “Effect of Steel Fibres on Modulus of Elasticity of Concrete” (IJAEST) International Journal Of Advanced Engineering Sciences And Technologies Vol No. 7, Issue No. 2, 169 – 177
. Osman Gencel et al.. “ Workability and Mechanical Performance of Steel Fiber-Reinforced Self-Compacting Concrete with Fly Ash” Composite Interfaces 18 (2011) 169–184
. Saravana Raja Mohan. K, Parthiban. K “Strength and behavior of Fly Ash based Steel Fibre Reinforced Concrete Composite.
. J. Mater. “Mechanical Properties of Steel Fiber Reinforced Concrete”, Journal of Materials in Civil Engineering ,Volume 19 , Issue 5, 2007
. IS: 383-1970, “Indian standards specification for coarse and fine aggregates from natural sources for concrete”, Bureau of Indian Standards, New Delhi
. BS 1881: Part 121:1983,” Testing concrete Method for determination of static modulus of elasticity in compression”.
. ASTM C 469-94” Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression”