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The research is to study the performance of basalt fiber concrete at elevated temperatures to exhibit it as a fire resister, and also compare the compressive and split tensile strengths of M30 (normal concrete) and M60 (high strength concrete) grade concretes mixed with basalt fibers of 0.3% by volume . These specimens were exposed to temperatures of 27°C, 200°C, 400°C, 600°C & 800°C at 7 days and 28 days of curing. The temperature is maintained for 3 hours in the bogie hearth furnace for sustained temperature condition. The weight loss, spilling, bonding and colour change is determined for both medium & high strength concrete. The specimens were tested for its compressive and split tensile strength and found that the use of basalt fibers in High Strength Concrete is a good advantage than Medium Strength Concrete.

Experimental Study on Basalt Fibre Concrete at Elevated Temperatures on Medium and High Strength Concrete