Response of Recycled Brick Aggregate Concrete to High Temperatures
Kasi Rekha1, Potharaju Malasani2

1Kasi Rekha, Department of civil engineering, Addis Ababa Science and Technology University, Ethiopia.
2Potharajuu Malasani, Department of civil engineering, GITAM University, Visakhapatnam, India.

Manuscript received on 02 July 2019 | Revised Manuscript received on 05 July 2019 | Manuscript published on 30 August 2019 | PP: 224-227 | Volume-8 Issue-10, August 2019 | Retrieval Number: I7889078919/2019©BEIESP | DOI: 10.35940/ijitee.I7889.0881019
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Abstract: The abundant availability of demolition waste from construction industry is leading towards a significant problem of disposal, land and air pollution. The natural aggregate resources are also depleting due to development of construction activities. An attempt is made in this study to convert this waste into wealth by substituting the recycled brick from demolition waste to granite aggregate in production of the concrete. The granite aggregate (GA) is replaced with recycled brick aggregate (RBA) by 25% of its weight to produce M15 and M20 grades of concrete. The granite aggregate concrete (GAC) and recycled brick aggregate concrete (RBAC) were subjected to different temperatures between 100 to 1000oC for a duration of 3 hours and the mechanical properties such as compressive strength and flexural strength were examined to assess its fire performance. The response of RBAC is better than GAC at each temperature. The study revealed that the residual strength increases with the increase in grade of concrete at all temperatures. 
Keywords:  Granite aggregate concrete, Recycled brick aggregate concrete, Mechanical properties, Response, High temperatures, Demolition waste.
Scope of the Article: Concrete Engineering