Young’s Modulus of Concrete by using Steel Fibre and Hybrid Fibre Reinforced Concrete
Thendral Sundararasan1, S.J. Mohan2, Arunya.A3
1Thendral Sundararasan, Assistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
2S.J. Mohan, Asistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
3Arunya.A, Asistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
Manuscript received on 14 October 2019 | Revised Manuscript received on 28 October 2019 | Manuscript Published on 26 December 2019 | PP: 1202-1205 | Volume-8 Issue-12S October 2019 | Retrieval Number: K132510812S19/2019©BEIESP | DOI: 10.35940/ijitee.K1325.10812S19
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: This paper displays the quality and exhibitions of steel fiber fortified cement (SFRC) The steel fiber consider in the of snared end steel filaments. To read the youthful’s modulus for concrete the fiber content measurements Vf extended from 0.5 to 2.0 percent of steel fibres,.10 blends included one control blend (without filaments) were arranged and tried in the research facility Less quantities of breaks were seen in fiber fortified high quality solid examples, which demonstrate an improved pliability with the expansion of strands in the network.
Keywords: Hybridization, Steel Fiber, young’s Modulus.
Scope of the Article: Concrete Structures