Performance of hybrid fibre-reinforced concretes at elevated temperatures

Abstract

Purpose

This study reports the performance of thermally deteriorated concrete with and without fibres. Attempts have been made to find the suitable performance of steel polypropylene (PP) hybrid fibre combination that could significantly enhance the performance of mechanical properties at elevated temperatures.

Design/methodology/approach

In this experimental investigation, concrete cubes of 100 mm in size of various compositions were cast and water-cured for 28 days, and later exposed to elevated temperatures of either 200 or 400°C or 600 and or 800°C with a retention period of 2 h. The properties like change in colour and percentage weight loss were evaluated. Ultrasonic Pulse Velocity test was used to obtain qualitative information of strength variation. Residual strength of thermally deteriorated concrete specimen was measured by destructive testing.

Findings

Steel fibre volume fraction of 1 per cent improves the compressive strength of concrete in the temperature range of 400 to 800°C. The addition of steel fibre and PP fibre (Mix 3) improves the splitting strength of the concrete at elevated temperature range of 400 to 600°C.

Originality/value

Performance enhancement is observed with hybrid fibres for temperature endurance of concrete.

Citation

Shirsath, S.K. and Yaragal, S.C. (2017), "Performance of hybrid fibre-reinforced concretes at elevated temperatures", Journal of Structural Fire Engineering, Vol. 8 No. 1, pp. 73-83. https://doi.org/10.1108/JSFE-01-2017-0007