Beamforming array techniques for acoustic emission monitoring of large concrete structures

被引:122
|
作者
McLaskey, Gregory C. [1 ]
Glaser, Steven D. [1 ]
Grosse, Christian U. [2 ]
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[2] Univ Stuttgart, MPA Dept Nondestruct Testing & Monitoring Tech, D-70550 Stuttgart, Germany
关键词
SOURCE LOCATION; ATTENUATION; ARRIVAL; WAVES; CRACK;
D O I
10.1016/j.jsv.2009.08.037
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This paper introduces a novel method of acoustic emission (AE) analysis which is particularly Suited for field applications on large plate-like reinforced concrete Structures, such as walls and bridge decks. Similar to phased-array signal processing techniques developed for other non-destructive evaluation methods, this technique adapts beamforming tools developed for passive sonar and seismological applications for use in AE source localization and signal discrimination analyses. Instead of relying on the relatively weak P-wave, this method uses the energy-rich Rayleigh wave and requires only a small array of 4-8 sensors. Tests on an in-service reinforced concrete structure demonstrate that the azimuth of an artificial AE source can be determined via this method for sources located up to 3.8 m from the sensor array, even when the P-wave is undetectable. The beamforming array geometry also allows additional signal processing tools to be implemented, such as the VESPA process (VElocity SPectral Analysis), whereby the arrivals of different wave phases are identified by their apparent velocity of propagation. Beamforming AE can reduce sampling rate and time synchronization requirements between spatially distant sensors which in turn facilitates the use of wireless sensor networks for this application. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2384 / 2394
页数:11
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