Abstract

As one of the non-destructive testing (NDT) methods, acoustic emission (AE) can be widely applied to the field of engineering and applied science owing to its advantageous characteristics. In particular, the AE method is effectively applied to monitor concrete structures in civil engineering. For this technology to be employed in a monitoring system, it is necessary to investigate the propagation characteristics of the AE in structures. Hence, this study investigates the characteristics of AE in concrete structures to evaluate the field applicability of AE monitoring systems. To achieve this goal, experiments employing an AE system are conducted for concrete structures 20 × 0.2 × 1.2 m in length, width, and height, respectively, to explore the AE parameters according to the impact energy. Among all AE parameters, absolute energy is determined to be most sensitive factor with respect to the impact energy. In addition, the attenuation effect of the AE wave is quantitatively evaluated according to the wave propagation distance. Moreover, the concept of effective distance is newly suggested based on the experimental results. The effective distance is shown to increase as the impact energy increases, although the increased effective distance is limited because the damaged AE signal is of high frequency. This study helps improve the field applicability of AE monitoring systems by suggesting suitable AE sensor spacing, which contributes to promote the practice of technology.

Highlights

  • Owing to the exacerbated aging of structures as a result of natural disasters or earthquakes, it is essential to monitor damage status in reinforced concrete structures for both safety and economic considerations

  • The acoustic emission (AE) signals representing the voltage time were collected from the AE sensors, and each AE parameter was measured by the data acquisition equipment

  • The present study investigated the AE propagation characteristics in concrete structures according to the impact energy, and experiments were conducted to evaluate the AE parameters

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Summary

Introduction

Owing to the exacerbated aging of structures as a result of natural disasters or earthquakes, it is essential to monitor damage status in reinforced concrete structures for both safety and economic considerations. Technology in civil engineering [1,2]. In recent years, such monitoring has been mainly performed by non-destructive testing (NDT) methods. This method is advantageous because flaws in materials or systems are inspected without causing damage to the objects; the structures can still be used during the test. Acoustic emission (AE), one of the dynamic technologies used in non-destructive inspections [3,4,5,6,7], involves elastic waves produced by the application of external impact that are radiated by sudden changes in the stress state of some regions in the material [8,9]. The AE method is a passive technique that identifies defects, flaws, and cracks that develop only during the monitoring [10,11]

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