Localization of acoustic emission sources in structural health monitoring of masonry bridge

被引:107
作者
Han, Qinghua [1 ]
Xu, Jie [1 ]
Carpinteri, Alberto [2 ]
Lacidogna, Giuseppe [2 ]
机构
[1] Tianjin Univ, Minist Educ, Sch Civil Engn, Key Lab Coast Civil Struct Safety, Tianjin 300072, Peoples R China
[2] Politecn Torino, Dept Struct Geotech & Bldg Construct, Turin, Italy
基金
中国国家自然科学基金;
关键词
acoustic emission; source localization method; masonry bridge; propagation delay; degree of inhomogeneity; CONCRETE STRUCTURES; COMPOSITE PANEL; SOURCE LOCATION; DAMAGE; BEHAVIOR;
D O I
10.1002/stc.1675
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The application of the acoustic emission (AE) technique to monitoring the crack characterization in masonry structures is investigated in this paper. An improved approach, modified from the classical crack source localization method, is proposed to provide more reliable crack locations in masonry structures. The introduced parameter, degree of inhomogeneity in the modified method, can help to decrease the unavoidable propagation delay related to refraction due to the layers in masonry material. The modified method is successfully applied to the AE source detection during the pencil-lead break test and the central pier settlement test of a masonry model bridge to analyze the crack pattern. It is shown that the proposed method is a reliable tool for crack source location in masonry structures. Copyright (c) 2014 John Wiley & Sons, Ltd.
引用
收藏
页码:314 / 329
页数:16
相关论文
共 35 条
[1]   Acoustic emission source location on large plate-like structures using a local triangular sensor array [J].
Aljets, Dirk ;
Chong, Alex ;
Wilcox, Steve ;
Holford, Karen .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2012, 30 :91-102
[2]   The effect of heavy persistent actions into the behaviour of ancient masonry [J].
Anzani, A ;
Binda, L ;
Roberti, GM .
MATERIALS AND STRUCTURES, 2000, 33 (228) :251-261
[3]  
BAER M, 1987, B SEISMOL SOC AM, V77, P1437
[4]   Acoustic emission monitoring of medieval towers considered as sensitive earthquake receptors [J].
Carpinteri, A. ;
Lacidogna, G. ;
Niccolini, G. .
NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2007, 7 (02) :251-261
[5]   Damage monitoring of an historical masonry building by the acoustic emission technique [J].
Carpinteri, A. ;
Lacidogna, G. .
MATERIALS AND STRUCTURES, 2006, 39 (02) :161-167
[6]   Reliable onset time determination and source location of acoustic emissions in concrete structures [J].
Carpinteri, A. ;
Xu, J. ;
Lacidogna, G. ;
Manuello, A. .
CEMENT & CONCRETE COMPOSITES, 2012, 34 (04) :529-537
[7]   Damage analysis of reinforced concrete buildings by the acoustic emission technique [J].
Carpinteri, A. ;
Lacidogna, G. ;
Niccolini, G. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2011, 18 (06) :660-673
[8]   Critical behaviour in concrete structures and damage localization by acoustic emission [J].
Carpinteri, Alberto ;
Lacidogna, Giuseppe ;
Niccolini, Gianni .
FRACTURE OF MATERIALS: MOVING FORWARDS, 2006, 312 :305-310
[9]   Stability of the vertical bearing structures of the Syracuse Cathedral: experimental and numerical evaluation [J].
Carpinteri, Alberto ;
Lacidogna, G. ;
Invernizzi, S. ;
Manuello, A. ;
Binda, L. .
MATERIALS AND STRUCTURES, 2009, 42 (07) :877-888
[10]  
Carpinteris A, 2008, P 14 INT BRICK BLOCK