Flexural Behaviour of Reinforced Concrete Beam by using Steel Fibres & Glass Fibres
R. Chitra1, S. J. Mohan2, S. Thendral3, A. Arunya4

1R. Chitra, Assistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.

2S. J. Mohan, Asistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.

3Thendral Sundararasan, Assistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.

4Arunya. A, Assistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.

Manuscript received on 12 October 2019 | Revised Manuscript received on 26 October 2019 | Manuscript Published on 26 December 2019 | PP: 1045-1050 | Volume-8 Issue-12S October 2019 | Retrieval Number: K128710812S19/2019©BEIESP | DOI: 10.35940/ijitee.K1287.10812S19

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© 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 work aims to compare the flexural behavior of concrete beam using addition of steel fibers and glass fibers with normal beam in M30 grade concrete and to find the cracks developed in the concrete beam. Experiments include Compression test, Tensile strength and Flexural strength. In this study the performance of fiber reinforced concrete(FRC) beams under two- point loading system is discussed and comparative studies were made with normal mix concrete. In this study, we are casted the cube for 7 days and beam only for 28 days. The percentage addition by mass of cement for steel fiber is 1.5 % and percentage addition by mass of coarse aggregate for glass fiber is 1%. We are going to compare the results of compression test as well as flexural strength to normal concrete through different( 1.5 and 1) percentages. Final results, the comparison of normal beam to addition of fiber reinforced concrete beam, the maximum flexural strength is found in addition of steel fiber in concrete beam.

Keywords: Steel Fiber (SF), Glass Fiber (GF), One Point Load, Flexural Behaviour, Beams.
Scope of the Article: Concrete Structures