Abstract
Three-point-bending tests on notched concrete beams were performed with real-time AE (acoustic emission) monitoring. Based on the nearest neighbor theory modified from seismology, the minimum interevent distance ηj* for every AE event is calculated. The b-value and space fractal dimension are computed to further explore the parameter ηj*. The experimental results indicate that ηj* values for AE data from three-point-bending tests show a mixed distribution of background and clustered events, similar to earthquakes induced by fluids, and are considered to be due to the formation of a single main fracture under this loading condition. The real-time difference and real-time interval for every nearest event pair are similar to the lognormal and exponential distributions, respectively. According to ηj* combined with the spatial distribution of AE events, ηj* is negatively correlated with the fracture trace, which means that AE events with smaller ηj* values are closer to the trace. Analyses of b-values and spatial fractal dimensions illustrate ηj*’s ability to smooth the variation curves of these two parameters and clarify their change rules. These observations confirm that ηj* is a useful index for illustrating the interevent characteristics of AE data and has significance for analyzing the fracture mechanisms of concrete materials.
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