Residual Mechanical Response of Recycled Aggregate Concrete after Exposure to Elevated Temperatures

Abstract

A considerable number of investigations have been conducted on the mechanical and material properties of concrete made with recycled concrete aggregate (RCA), as these properties can often be different than those of conventional concrete. However, relatively little attention has been directed at studying the performance of concrete made with RCA at elevated temperatures. This is despite the fact that coarse aggregates play an important role in the behavior of concrete under fire exposure. To address the lack of knowledge, an experimental program was conducted in which six different concrete mixes were prepared with different combinations of coarse aggregates made from recycled concrete aggregate, river gravel, and crushed limestone aggregates. A total of 204 concrete cylinders (