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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM25350

AN EXPERIMENTAL STUDY ON STRENGTH PARAMETERS OF BASALT FIBER REINFORCED CONCRETE

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-

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Paper ID:

IJSREM25350

Volume:

7 |

8 |

Aug 2023

Pages:

Publication Frequency:

Monthly (12 issues per year)

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License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

SP

Shubham Patel

RR

Ravindra Raj

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Abstract

Chopped Basalt fiber has recently gained popularity in concrete reinforcing applications due to its environment friendly manufacturing process and excellent mechanical properties. This study investigates the compressive, flexural and splitting tensile strength of BFRC with plain M-25 grade of concrete. The influence of 0%, 1%, 2% and 3% basalt fiber content added to concrete by weight of cement. Fiber cut length is 10mm and diameter 7 micron, is investigated to evaluate the strength properties of concrete. Based on laboratory tests, it has been observed that at 2% addition of basalt fiber by weight of cement had a little effect on compressive strength of concrete: however, significantly enhanced its flexural and splitting tensile strength.

KEYWORDS

BFRC Reinforced concrete Flexural Strength Splitting Tensile Strength Basalt Fiber Compressive Strength etc.

Cite This Article

Shubham Patel, Ravindra Raj, "AN EXPERIMENTAL STUDY ON STRENGTH PARAMETERS OF BASALT FIBER REINFORCED CONCRETE," International Journal of Scientific Research in Engineering and Management, vol. 7, no. 8, Aug 2023.

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Publication Date

8/21/2023

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