Effect on Concrete Strength Due to Addition of Fiber
Author(s):
Ajay N. Burile , Priyadarshini Bhagwati College of Engineering, Harpur Nagar, Nagpur.; Tejas R. Patil, Priyadarshini Bhagwati College of Engineering, Harpur Nagar, Nagpur.
Keywords:
Compressive Strength, Fiber Reinforced Concrete, Split Tensile Strength, Steel Fibers
Abstract:
Concrete is most widely used construction material in the world. Fiber reinforced concrete (FRC) is a concrete in which small and discontinuous fibers are dispersed uniformly. The fibers used in FRC may be of different materials like steel, G.I., carbon, glass, asbestos, polypropylene, jute etc. The addition of these fibers into concrete mass can dramatically increase the compressive strength, tensile strength, flexural strength and impact strength of concrete. FRC has found many applications in civil engineering field. Based on the laboratory experiment on fiber reinforced concrete (FRC), cube and cylinders specimens have been designed with steel fiber reinforced concrete (SFRC) containing fibers of 0% and 0.5% volume fraction of hook end Steel fibers of 53.85, 50 aspect ratio. Comparing the result of FRC with plain M20 grade concrete, this paper validated the positive effect of different fibers with percentage increase in compression and splitting improvement of specimen at 7 and 28 days, analyzed the sensitivity of addition of fibers to concrete with different strength.
Other Details:
| Manuscript Id | : | IJSTEV3I1006
|
| Published in | : | Volume : 3, Issue : 1
|
| Publication Date | : | 01/08/2016
|
| Page(s) | : | 12-16
|
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