Effect of High Volume Flyash on Fiber Strengthened Concrete
Sadupati Mounika1, M Sreenivas Rao2, Parigapati Tejaswi3

1Sadupati Mounika, Department of Civil Engineering, Narasaraopeta Engineering College [Autonomous], Narasaraopet, India.
2M Sreenivas Rao, Department of Civil Engineering, Narasaraopeta Engineering College [Autonomous], Narasaraopet, India.
3Parigapati Tejaswi, Department of Civil Engineering, Mallareddy Institute of Technology & Sciences, Hyderabad, India.

Manuscript received on 27 August 2019. | Revised Manuscript received on 02 September 2019. | Manuscript published on 30 September 2019. | PP: 2478-2473 | Volume-8 Issue-11, September 2019. | Retrieval Number: K17130981119/2019©BEIESP | DOI: 10.35940/ijitee.K1713.0981119
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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: Fly Ash (FA) is being utilized as a pozzolonic material when connected as a valuable cementitious material for cement. Fiber Reinforced Concrete (FRC) is a solid having sinewy material which manufactures its helper uprightness. It contains short discrete strands that are reliably scattered and aimlessly arranged. The expansion of Steel Fibers in cement essentially expands its flexural strength; vitality retention limit, malleable conduct before a definitive disappointment, decreased breaking, and improved toughness. Basalt fiber is an elite non-metallic fiber produced using basalt shake dissolved at high temperature. In High Volume Fly Ash Concrete (HVFAC), increment in the amount of cementitious C-S-H stage and calcium aluminium hydrates improves the long haul qualities and lessens the porousness. Therefore improves the solidness properties. The primary point of this examination is to consider the mechanical properties of HVFA cement fortified with half and half filaments. Tests are directed according to the Indian norms and test outcomes are broke down and contrasted and the control example that contains crossover fiber fortified HVFA concrete, HVFA concrete without any strands (non-stringy cement), and Conventional cement. With the fitting understanding of the got outcomes, it is possible to decide the ideal fiber rate in HVFA concrete.
Keywords: HVFA, Fibres, Reinforced, Concrete
Scope of the Article: Concrete Engineering