Evaluation of mechanical properties and post-fire cured strength recovery of recycled aggregate concrete

Abstract

Purpose

The purpose of the study is to evaluate the suitability of post-fire curing for normal and Recycled Aggregate Concretes (RAC) with and without fibres.

Design/methodology/approach

The study includes the testing of RAC specimens, i.e. 150 mm cubes and cylinders with 300 mm length and 150 mm diameter with hybrid fibres (0.15% polypropylene fibres + 0.35% steel fibres) along with fly ash. The specimens were exposed to elevated temperatures between 400 to 700°C with 100°C intervals for 2 h of duration and the post-fire exposed samples were further subjected to water curing for a period of 7 days. The compressive strength, split tensile strength and Rebound Hammer Number (RHN) were measured at room temperature, after exposure to elevated temperatures and post-fire curing.

Findings

The result shows that the compressive strength reduces by a maximum of 61.25% for 700°C and maximum retain in strength, i.e. 71.2% (in comparison to specimens kept at room temperature) is observed for 600°C post-fire cured specimens. The split tensile strength reduces by more than half for 500°C and above temperatures, whereas 400°C specimens exhibits a significant regain in strength after post-fire curing. To validate the results of compressive strength, the Rebound Hammer test has been conducted. The RHN value decreases by 41.3% for 700°C specimens and the effectiveness of post-fire curing is observed to be considerable up to 500°C.

Practical implications

The conclusions from the study can be used in assessing the extent of damage and to check the suitability of post-fire curing in further continuing the utilisation of a fire damaged structure.

Social implications

Utilisation of secondary materials like recycled aggregates and fly ash can be made in the production of concrete.

Originality/value

Specimens with fibres performed better when compared to specimens without fibres and post-fire curing is found to be effective up to 500°C.

Citation

Suresh, N., Rao, V. and Akshay, B.S. (2022), "Evaluation of mechanical properties and post-fire cured strength recovery of recycled aggregate concrete", Journal of Structural Fire Engineering, Vol. 13 No. 4, pp. 491-505. https://doi.org/10.1108/JSFE-10-2021-0064