Frost resistance of recycled aggregate concrete subjected to coupling sustained compressive load and freeze-thaw cycles.

Recycled aggregate concrete (RAC) structures situated in cold regions are required to withstand the combined effects of mechanical load and environmental factors throughout their operational lifespan. The influence of sustained load introduces complexity to the degradation mechanism of RAC. This research examines the frost resistance of RAC across varying levels of recycled coarse aggregate (RCA) replacement (0, 50 %, 100 %) and sustained compressive loading (0, 0.3 f c , 0.5 f c). The frost resistance was quantified by the indices of macroscopic morphology change, mass loss, relative dynamic modulus of elasticity, and mechanical properties. Results show that 0.3 f c can effectively improve the frost resistance of RAC, a trend that becomes more pronounced with increasing replacement rates of RCA. Excessive stress (0.5 f c) was found to be unfavorable to the frost resistance of RAC and increase the compressive strength variability of RAC after freeze-thaw cycles. Analysis of meso/micro-structure characteristics using optical and scanning electron microscopes, along with the mercury intrusion porosimetry, reveals that optimal compressive loading (0.3 f c) enhances mortar integrity, reduces porosity, and improves compactness, thereby bolstering RAC's frost resistance. • Achieve and monitor the coupling effect of sustained compressive load and freeze-thaw cycles. • Construct a compressive strength prediction model for damage RAC. • Analyze the meso/micro-structure characteristics of damaged RAC. [ABSTRACT FROM AUTHOR]