Call For Paper Volume:4 Issue:10 Oct'2017 |

Behaviour of Hybrid Fiber Reinforced Concrete Deep Beamsin Flexure & Shear

Publication Date : 21/07/2015

Author(s) :

Prof. Sangita V Pawar , Prof. Pravin B. Shinde , Prof.V. P. Kulkarni.

Conference Name :
4th International Conference on Recent Trends in Engineering & Technology(ICRTET-2015) July 2-4,2015 Organized by SNJB's KBJ College of Engineering,Chandwad,Nashik,Maharashtra,India

Abstract :

Concrete is most widely used construction material in the world. The addition of fibers into concrete mass can dramatically increase the compressive strength, tensile strength, flexural strength, shear strength and impact strength of concrete. (HyFRC) is formed from a combination of different types of fibres, which differ in material properties, remain bonded together when added in concrete and retain their id properties. The combining of fibers In this paper the strength of concrete cubes, cylinders and beams cast using M 30 grade concrete and reinforced with flat crimped steel and polypropylene fibres are addresses the flexure and shear behavior of hybrid fibre reinforced concrete deep beams. The shear span to depth ratio of the beams used in this investigation was maintained as 1.66. The characteristic strength of concrete considered as f and polypropylene fibres in the mix proportions of 0 100-0% by volume at a total volume fraction of 1.0%.

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