Shear Behavior of Concrete Beam Reinforced with Carbon Coated Steel Fiber
V. Sureshvel1, S. Suchithra2, B. Ponmohankumar3
1V.Sureshvel, PG Student, Department of Civil engineering, Kongu Engineering College, Erode, Tamil Nadu, India.
2S. Suchithra, Associate Professor, Department of Civil engineering, Kongu Engineering College, Erode, Tamil Nadu, India.
3B. Ponmohankumar, PG Student, Department of Civil engineering, Kongu Engineering College, Erode, Tamil Nadu, India.
Manuscript received on March 16, 2020. | Revised Manuscript received on March 24, 2020. | Manuscript published on March 30, 2020. | PP: 2487-2490 | Volume-8 Issue-6, March 2020. | Retrieval Number: F8228038620/2020©BEIESP | DOI: 10.35940/ijrte.F8228.038620
Open Access | Ethics and Policies | Cite | Mendeley
© 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: 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.
Keywords: Steel fibers, Concrete, Reinforced, Shear, Carbon steel fibers.
Scope of the Article: Behaviour of Structures.