Abstract
•TGA of POC aggregate indicates negligible weight loss when subjected to 500°C.•POC as replacement for OPS shows excellent resistance to elevated temperature.•Number of cracks decreases with the increase of POC content and crack width decreases.•Increase in POC content above 50% did not have any major effect on strength.
This article reports the effects of elevated temperature resistance capacity of palm oil clinker (POC) at elevated temperatures; POC was used to replace oil palm shell (OPS) as coarse aggregate in oil palm shell concrete (OPSC). The replacement of OPS with POC was done to enhance the performance of concrete before and after exposure when subjected to evaluated temperature. A series of concrete mixes was prepared with 25%, 50%, 75% and 100% replacement of OPS with POC as coarse aggregate in OPSC and the specimens were subjected to elevated temperature of up to 500°C for a period of 30min and 60min. Thermogravimetric analysis (TGA) was carried out to check the elevated temperature resistance capacity of OPS and POC. In addition, weight loss, residual compressive strength, colour change in the concrete, cracking on the surface of concrete specimens and ultrasonic pulse velocity (UPV) of OPSC were evaluated at elevated temperatures. TGA analysis shows OPS aggregate loses about 63% of its weight when exposed to temperatures between 285°C and 478°C; however, POC aggregate showed excellent elevated temperature resistance as there was insignificant weight loss of less than 1%. The results of OPSC specimens subjected to 500°C for a period of 60min showed the number of cracks decreases with the increase of POC content and subsequently the crack width also decreases from 0.319mm to 0.122mm. The residual compressive strength loss of specimens with 100% OPS was found as 76% when exposed to 500°C for a period of 60min and this loss reduces gradually with the increase in POC content; hence at 100% OPS replacement with POC, the loss of compressive strength of only 9% indicates vast improvement of OPSC using POC. Moreover, with the increase in the duration from 30min to 60min exposure at 500°C, the loss of concrete compressive strength and UPV values was found higher.