Study of the Compressive Strength Behaviour of Steel Fibre Reinforced Concrete Using Various Percentage of Steel Fibre
Journal Title: International Journal of Engineering and Science Invention - Year 2017, Vol 6, Issue 8
Abstract
The objective of this Research investigation was to study the compressive strength behavior of Steel Fibre Reinforced Concrete (SFRC) using Round straight fibres with aspect ratio of 75 .Specimens were cast without fibres and with fibres of 0.5%, 1%, 1.5% and 2 %. Compressive strength test were conducted on cube. A total of 24 cubes of dimension 150x150x150 mm were casted. The steel fibres used in the experiment were obtained from binding steel wires used in tying reinforcement bars. These wires were properly cut to obtain a length of 6 cm and diameter of steel fibre was 0.8 mm with aspect ratio of 75.
Authors and Affiliations
Tarun Gehlot, Divanshu Seervi, Dr. Peeyush Chowdhary
Keywords
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