26Jul 2017

STUDY OF THE FLEXURE AND SPILT TENSILE STRENGTH BEHAVIOUR OF STEEL FIBRE REINFORCED CONCRETE USING VARIOUS PERCENTAGE OF STEEL FIBRE.

  • M.E Scholar, Structural Engineering Department MBM Engineering college JNV University Jodhpur, Rajasthan India.
  • M.E Scholar, Structural Engineering Department MBM Engineering college JNV University Jodhpur, Rajasthan India.
  • Associate Professor, Structural Engineering Department MBM Engineering college JNV University Jodhpur Rajasthan India.
Crossref Cited-by Linking logo
  • Abstract
  • Keywords
  • References
  • Cite This Article as
  • Corresponding Author

Fiber reinforced concrete (FRC) is a new structural material which is gaining increasing importance. Addition of fiber reinforcement in discrete form improves many engineering properties of concrete. The objective of this research investigation was to study the flexure and spilt tensile strength behavior of steel fibre reinforced concrete using Round straight fibres with aspect ratio of 75 Specimens were cast without fibres and with fibres of 0.5%, 1%, 1.5% and 2 %. split tensile tests and Flexural Strength were conducted on cylinder and beam specimens respectively

  1. ASTM A820-97 (1997) ?Standard Specification for steel fibres for reinforced concrete? American society for testing and materials
  2. ACI 506.1R.84 (1984) ?State of the art report on fibre reinforced shotcrete? ACI committee report, American Concrete Institute
  3. ?Measurement of Fibre Reinforced Concrete,? ACI Committee 544, American Concrete Institute Materials Journal, Vol. 85, No. 6, pp. 583-593, American Concrete Institute 1988.
  4. S: 10262-2009 ?Indian code for recommended guidelines for concrete mix design?.
  5. S 456-2000 ?Indian code of practice for plain and reinforced concrete (Fourth Revision)?.
  6. S 516-1959 ?Indian code for method of tests for concrete?.
  7. Henager, C.H. (1977) "Steel Fibrous, Ductile Concrete Joint for Seismic Resistant Structures." Reinforced Concrete Structures in Seismic Zones, SP 53-14, American Concrete Institute, Detroit, pp. 371-386.
  8. Jindal, R. and Hassan, K. (1982) "Behaviour of Steel Fibre Reinforced Concrete Beam-Column Connections." Fibre Reinforced International Symposium, SP-81, American Concrete Institute, Detroit, pp. 107-123.
  9. Krishnamoorthy, T.S. Bharatkumar, B.H. Balasubramanian, K. and Gopalakrishnan, S. (February 2000) ?Investigation on durability characteristics of SFRC? Indian Concrete Journal page 94-98
  10. Parameswaran, V.S. (October 1996) ?Research and applications of FRC in Indian scenario? Indian concrete journal,, pp.553-557
  11. Srinivasalu, N.Lakshmanan, K.Muthumani, B.Sivarama Sarma (1987) ?Dynamic behaviour of fibre reinforced concrete? proceedings of the international symposium on Fibre Reinforced Concrete International Symposium, volume I, chapter II, pp 2-8
  12. Sivarama Sarma, B. (1997) , ?Investigations on laced reinforced concrete beams with normal and fibre reinforced concrete under monolithic and cyclic loading? Ph.D Thesis, IIT, Madras.
  13. Shetty, M.S. (2005), ?Concrete Technology theory and practice?, (First edition-1982) S.Chand and Company, New Delhi.
  14. Soroushian, P. and Bayasi, Z. (December 1991) "Strength and Ductility of Steel Fibre Reinforced Concrete under Bearing Pressure." Magazine of Concrete Research, p p.243-248.
  15. Swamy, R.N. (October 1996) ?Fibre reinforced concrete: Prospect and challenges, Indian Concrete Journal, pp 510-517.

[Divanshu seervi, tarun gehlot and peeyush chowdhary. (2017); STUDY OF THE FLEXURE AND SPILT TENSILE STRENGTH BEHAVIOUR OF STEEL FIBRE REINFORCED CONCRETE USING VARIOUS PERCENTAGE OF STEEL FIBRE. Int. J. of Adv. Res. 5 (Jul). 1940-1950] (ISSN 2320-5407). www.journalijar.com

TARUN GEHLOT
M.E Scholar , Structural Engineering Department MBM Engineering college JNV University Jodhpur , Rajasthan India

DOI:

Article DOI: 10.21474/IJAR01/4925      
DOI URL: http://dx.doi.org/10.21474/IJAR01/4925

Download Full Paper

Download PDF No. of Downloads: 15 | No. of Views: 70