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AN EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF RCC BEAM BY USING OF SISAL FIBER

Abstract

Conventional strong is solid in compression and weak in strain so as to overcome the fragility diverse sorts of simulated and characteristic strands are utilized to strengthen the pressure conduct of the concrete. Fibers are most generally discontinuous, randomly distributed throughout the concrete matrices. This paper manages the trial examination of presentation of sisal fiber in the ordinary strengthened solid bars to upgrade its torsional quality, researches attempted to inherit the tensile property by introducing Sisal fibers to incorporate tensile strength in conventional concrete and special concrete under M40 grade of concrete with different reinforcement detailing. In present work study of Torsional behavior of sisal fiber reinforced concrete beams has been carried out over the normal reinforced concrete beams. The torsional moment and angle of twist has been studied of sisal fiber reinforced concrete and normal reinforced concrete beams under pure torsion.

VIGNESH R, BALASUBRAMANIAN M AND SENTHIL SELVAN S

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