Open AccessShear Behavior of Concrete Beam Reinforced with Carbon Coated Steel Fiber
Author(s) -
V. Sureshvel*,
S. Suchithra,
Bhawesh Kumar
Publication year - 2020
Publication title -
international journal of recent technology and engineering
Language(s) - English
Resource type - Journals
ISSN - 2277-3878
DOI - 10.35940/ijrte.f8228.038620
Subject(s) - materials science , composite material , ultimate tensile strength , flexural strength , compressive strength , shear (geology) , fiber reinforced concrete , beam (structure) , coating , shear strength (soil) , fiber , structural engineering , engineering , geology , soil science , soil water
The project discussing concrete shear behavior analysis with varying percentage of steel fiber. D6,The fibres of hooked end steel fibre, which are used at varying proportions, namely 1%, 1.5% and 2%. The strength tests show that the addition of fibre used better result when compared with conventional concrete. Various analyzes were conducted, such as compressive strength, split tensile strength, and flexural strength. The outcome of the experimental study shows, that incorporating carbon coating steel fibre enhances the properties of plain concrete.