Statistical Models for Mechanical Properties of Basalt Fibre Reinforced Concrete
V Rama Krishna1, V Srinivasa Reddy2, M V Seshagiri Rao3, S Shrihari4
1V Rama Krishna, Student, M.Tech. (Structural Engineering), Department of Civil Engineering, Hyderabad, India.
2V Srinivasa Reddy, Professor of Civil Engineering, GRIET Hyderabad, India.
3M V Seshagiri Rao, Professor of Civil Engineering, CVR College of Engineering Hyderabad, India.
4S Shrihari, Professor of Civil Engineering, VJIT Hyderabad, India.
Manuscript received on September 16, 2019. | Revised Manuscript received on 24 September, 2019. | Manuscript published on October 10, 2019. | PP: 1579-1582 | Volume-8 Issue-12, October 2019. | Retrieval Number: L31351081219/2019©BEIESP | DOI: 10.35940/ijitee.L3135.1081219
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Abstract: In the present study, strength properties of concrete reinforced with basalt fibres are examined and statistical models are developed to establish the relation between the strength parameters. Optimum length and dosage of bundles and filament basalt fibres is decided from lengths 12 mm, 36mm and 50mm and dosage of 0.2%, 0.3% and 0.4% fibre fraction by volume of concrete. This optimum dosage of and length combinations for bundled and filament fibres yield increase in compressive, split tensile and flexural strength by……
Keywords: Mechanical Properties Concrete, Fibres yield
Scope of the Article: Concrete Engineering