Effect of elevate temperature on properties of self- compacting concrete containing steel fibers, glass fibre and polypropylene fibers

In this paper, an endeavour has been made to considerthe utilization of Glassfibre, Steel fibre, and Polypropylene fibre on the properties of Self-Compacting-Concrete (SCC, for example, compressive quality mass misfortune when presented to raised temperatures. The impact Glass fibre, Steel fibre and polypropylene fibre as fractional substitution of concrete, added fibre (steel fibre, glass fibre, Polypropylene) content 1.2% for mixture of concrete material and utilizing M sand on the properties of SCC are researched. In solid blend utilized three kinds of M20, M25, M30 evaluation of cement. The examples of each solid blend were warmed up to various temperatures (Room temperature, 100°C,200°C). Every example testing utilized on three kinds of temperature the temperature was held steady at the greatest incentive for 0 hours, 60 minutes, 2 hours before cooling. Utilizing Ordinary Portland concrete, an expansion of around 20–23% in compressive quality. was seen at 28 days when polypropylene content was diminished from 20% to 30% Also test results obviously show that there is little improvement in compressive quality inside the temperature scope of 100°C–200°C. Testing of Steel fibre on temperature 100°C, 200°C, has expanded compressive quality contrasted with the ordinary steel fibre concrete.