Lattice modelling of complete acoustic emission waveforms in the concrete fracture process

Date

2025-05-13

Author

Zhou, Yubao
Aydın, Beyazıt Bestami
Zhang, Fengqiao
Hendriks, Max A.N.
Yang, Yuguang

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This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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The next generation of acoustic emission (AE) applications in concrete structural health monitoring (SHM) relies upon a reliable and quantitative relationship between AE measurements and corresponding AE sources. To achieve this, it is a prerequisite to accurately model the whole AE process that is a multiscale coupling process between local material fracturing and induced elastic wave propagation at structural level. Such a complex process, however, cannot be well addressed in currently available modelling methods. To fill this research gap, this study proposes a lattice modelling approach that achieves for the first time the explicit simulation of complete waveforms of transient AE signals induced by concrete fracture. The proposed approach incorporates an explicit time integration technique with a novel proportional-integral-derivative (PID) control algorithm for reducing spurious oscillations and a Rayleigh damping-based calculation and calibration method for the attenuation of AE waves. In this paper, the proposed lattice modelling approach is implemented to simulate the concrete Mode-I fracturing process in a three-point bending test. Besides the mechanical behaviors and AE hit number, a comparison was conducted between numerically and experimentally obtained AE waveforms. The AE waveforms and their attenuation characteristics simulated by the proposed lattice modelling method turn out to be comparable to experimental results. The proposed approach is of significance for a deep understanding of AE-related fracture mechanisms and a more reliable application of AE technique.

Subject Keywords

Acoustic emission (AE), Concrete fracture, Dynamic lattice model, Full-waveform analysis, Structural health monitoring (SHM)

URI

https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=105000573292&origin=inward
https://hdl.handle.net/11511/114267

Collections

Department of Civil Engineering, Article