Advanced structural health monitoring of concrete structures with the aid of acoustic emission

被引:305
作者
Behnia, Arash [1 ]
Chai, Hwa Kian [1 ]
Shiotani, Tomoki [2 ]
机构
[1] Univ Malaya, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
[2] Kyoto Univ, Grad Sch Engn, Dept Urban Management, Kyoto, Japan
关键词
Acoustic emission technique; Concrete structures assessment; Damage detection; Structural health monitoring; MOMENT TENSOR ANALYSIS; HIGH-PERFORMANCE CONCRETE; B-VALUE ANALYSIS; REINFORCED-CONCRETE; PRESTRESSED CONCRETE; DAMAGE ASSESSMENT; NONDESTRUCTIVE EVALUATION; CORROSION MECHANISMS; FRACTURE-MECHANICS; STRENGTH CONCRETE;
D O I
10.1016/j.conbuildmat.2014.04.103
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article gives a comprehensive review of the acoustic emission (AE) technique for its applications in concrete structure health monitoring. Basic and established condition assessment methods for concrete structures are reviewed to configure a firm perception of AE application for enhanced performance and reliability. The AE approaches of focus are the parametric and signal analysis which can be used to develop damage evaluation criteria. Other than recent localization and source discrimination methods, applications of pivotal AE parameters such as b-value, Ib-value, AE energy, and hit are discussed herein, with highlights on the limitation of the individual parameter-based approaches when adopted on site. In addition, the introduction of new parameters such as sifted b-value, minimum b-value, and Q value is discussed as well, followed by a novel recent strategy for AE application in conjunction with tomography method to facilitate infrastructure assessment. Moreover, the key role of application of artificial intelligence methods towards damage mode identification has been highlighted. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:282 / 302
页数:21
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