Rate‐dependent mechanical properties and acoustic emission characteristic of recycled aggregate concrete under four‐point bending.

The application of recycled aggregate is crucial for waste concrete recycling, while the loading rate significantly influences the fracture behavior of recycled aggregate concrete. Herein, we investigate the effect of loading rate on the flexural and fracture behaviors of recycled aggregate concrete, along with associated acoustic emission characteristics. Results show that the flexural strength and energy absorption capacity maximum increase by 15.18% and 38.39%, respectively, as the loading rate rises. As the loading rate increases from 0.05 to 1 mm/min, peak frequency is primarily clustered in 0 ~ 75 kHz and 75 ~ 225 kHz and tends to be dense, while the b value decreases by 19.28%, 23.30%, and 30.17%, respectively. Additionally, the proportion of shear failure also decreases, which relates to the high energy release rate. Further, the multifractal spectrum α − f(α) resembles a quadratic distribution, with both multifractal intensity ∆f and spectrum width ∆α showing a downward trend as the loading rate rises. Highlights: Interaction of loading rate and recycled coarse aggregate is investigated.Rate effect on flexural and fracture behaviors is analyzed.AE response to rate‐dependent flexural behaviors is analyzed.Rate‐dependent multifractal characteristics of AE signals are explored. [ABSTRACT FROM AUTHOR]