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Experimental Study On Flexural Behaviour Of Hybrid Fibre Reinforced Concrete Member
Nanthakumar N,  Manikandan R
In a Hybrid Fibre Reinforced Concrete (HFRC), two or more different types of fibres are rationally combined to produce a cementitious composite that derives benefits from each of the individual fibres and exhibits a synergistic response. The main aim of the present experimental investigation was to combine different fibres namely crimped stainless steel fibre and Glass fibre to produce HFRC and thus to evaluate its performance under compression, tension and flexure types of loading. The dimension of test specimens are of cube 150mmx150mmx150mm, cylinder of diameter 150mm, height 300mm, beam of 1000mmx150mmx100mm and 500mmx100mmx100mm Based on I.S. Code method of mix design, proportion of different ingredients was obtained to get M25 grade concrete. Samples were prepared by varying the volume fraction of fibres from 0 to 1.25% for each fibres individually and then the optimum percentage of fibres were combined to obtain HFRC.
Keywords- compressive strength, split tensile strength, flextural strength.
Unique Identification Number - IJEDR1702308Page Number(s) - 1979-1988Pubished in - Volume 5 | Issue 2 | June 2017DOI (Digital Object Identifier) -    Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
Nanthakumar N,  Manikandan R,   "Experimental Study On Flexural Behaviour Of Hybrid Fibre Reinforced Concrete Member"
, International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.5, Issue 2, pp.1979-1988, June 2017, Available at :http://www.ijedr.org/papers/IJEDR1702308.pdf