Non-parametric damage detection and characterization using smart piezoceramic material

被引:218
作者
Tseng, KKH [1 ]
Naidu, ASK [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Struct Engn, Div Struct & Mech, Singapore 639798, Singapore
关键词
D O I
10.1088/0964-1726/11/3/301
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
The detection of damages by modal analysis and similar vibration techniques depends upon the knowledge and estimation of various modal parameters. In addition to the associated difficulties, such low-frequency dynamic response based techniques fail to detect incipient damages. Smart piezoelectric ceramic (PZT) transducers, which act both as actuators and sensors in a self-analyzing manner, are emerging to be effective in non-parametric health monitoring of structural systems. In this paper we present the results of an experimental study for the detection and characterization of damages using PZT transducers on aluminum specimens. The method of extracting the impedance characteristics of the PZT transducer, which is electromechanically coupled to the host structure, is adopted for damage detection. Three types of damage are simulated and assessed by the bonded PZT transducers for characterization. We present the effectiveness of PZT transducers in the detection and characterization of incipient damages without the need to know the modal parameters. The PZT transducers are found to have a significantly large sensing area for detecting even small incipient damages. The possibility of replicating the pristine state signatures of different transducers under similar conditions of bonding and geometrical location is also explored. For appropriate characterization of damages, a few statistical signature pattern recognition techniques are evaluated.
引用
收藏
页码:317 / 329
页数:13
相关论文
共 23 条
[1]   VIBRATION TECHNIQUE FOR NON-DESTRUCTIVELY ASSESSING INTEGRITY OF STRUCTURES [J].
ADAMS, RD ;
CAWLEY, P ;
PYE, CJ ;
STONE, BJ .
JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 1978, 20 (02) :93-100
[2]   Qualitative impedance-based health monitoring of civil infrastructures [J].
Ayres, JW ;
Lalande, F ;
Chaudhry, Z ;
Rogers, CA .
SMART MATERIALS & STRUCTURES, 1998, 7 (05) :599-605
[3]   PARAMETER-ESTIMATION OF STRUCTURES FROM STATIC RESPONSE .1. COMPUTATIONAL ASPECTS [J].
BANAN, MR ;
BANAN, MR ;
HJELMSTAD, KD .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1994, 120 (11) :3243-3258
[4]   An experimentally validated damage detection theory in smart structures [J].
Banks, HT ;
Inman, DJ ;
Leo, DJ ;
Wang, Y .
JOURNAL OF SOUND AND VIBRATION, 1996, 191 (05) :859-880
[5]   ON DAMPING MECHANISMS IN BEAMS [J].
BANKS, HT ;
INMAN, DJ .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1991, 58 (03) :716-723
[6]  
BHALLA, 2000, THESIS NANYANG TECHN
[7]   LOCATION OF DEFECTS IN STRUCTURES FROM MEASUREMENTS OF NATURAL FREQUENCIES [J].
CAWLEY, P ;
ADAMS, RD .
JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 1979, 14 (02) :49-57
[8]  
CAWLEY P, 1988, ASME, V110, P366
[9]   Supporting results on the modeling of wave propagation and energy dissipation in joints [J].
Esteban, J ;
Lalande, F ;
Chaudhry, Z ;
Rogers, CA .
SMART STRUCTURES AND INTEGRATED SYSTEMS - SMART STRUCTURES AND MATERIALS 1997, 1997, 3041 :427-436
[10]   Recent advancements in the electro-mechanical (E/M) impedance method for structural health monitoring and NDE [J].
Giurgiutiu, V ;
Rogers, CA .
SMART STRUCTURES AND MATERIALS 1998: SMART STRUCTURES AND INTEGRATED SYSTEMS, PTS 1 AND 2, 1998, 3329 :536-547