2016
DOI: 10.1590/1679-78252486
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Acoustic Emission Analysis of Cement Mortar Specimens During Three Point Bending Tests

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Cited by 31 publications
(28 citation statements)
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“…of a one-dimensional map, x being the dynamic variable (e.g., at the Feigenbaum point of the z-logistic dissipative map). Many other examples have been exhibited in the literature, e.g., in quark-gluon plasma [150], in the standard map [151], in (asymptotically) scale-free networks [152], acoustic emission analysis of cement mortar [153] (see Fig. 3), and in high-energy collisions [154].…”
Section: Critical-like Behaviormentioning
confidence: 94%
See 1 more Smart Citation
“…of a one-dimensional map, x being the dynamic variable (e.g., at the Feigenbaum point of the z-logistic dissipative map). Many other examples have been exhibited in the literature, e.g., in quark-gluon plasma [150], in the standard map [151], in (asymptotically) scale-free networks [152], acoustic emission analysis of cement mortar [153] (see Fig. 3), and in high-energy collisions [154].…”
Section: Critical-like Behaviormentioning
confidence: 94%
“…3. The (q, βq) pairs that are represented here have been taken from the q-exponential cumulative probability function of the interarrival times during six cement-mortar loading cycles [153].…”
Section: Critical-like Behaviormentioning
confidence: 99%
“…[36], where q-index was calculated in successive stages of the test, as the specimens approached failure, and was found to decrease, due to the different associated fracture mechanisms. More recently, NESP analysis was conducted at inter-event times of AE during repetitive loading/unloading cycles of cement mortar beams subjected to 3-point bending [37]. The experimental data were fitted by a q-exponential function; the entropic index q was found to increase in each repeated cycle, approaching a critical value (q=1.42) when the specimen reached ultimate failure.…”
Section: Non-extensive Statistical Analysis Of Acoustic Emissionsmentioning
confidence: 99%
“…The existence of the Kaiser effect was demonstrated through repetitive loading and unloading during three-point bending tests. Stavrakas et al 22 Nikolenko and Shkuratnik 23 analyzed AE signals of composite supporting materials, obtained insight into memory effects, and put forward future research hotspots regarding the surrounding rock.…”
Section: Introductionmentioning
confidence: 99%