An integrated structural health monitoring system based on electromechanical impedance and guided ultrasonic waves

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• 作者：Vincenzo Gulizzi ; Piervincenzo Rizzo…
• 关键词：Guided ultrasonic waves ; Electromechanical impedance method ; Structural health monitoring ; Damage detection
• 刊名：Journal of Civil Structural Health Monitoring
• 出版年：2015
• 出版时间：July 2015
• 年：2015
• 卷：5
• 期：3
• 页码：337-352
• 全文大小：2,160 KB
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• 作者单位：Vincenzo Gulizzi (1)
  Piervincenzo Rizzo (2)
  Alberto Milazzo (1)
  Emma La Malfa Ribolla (1)
  
  1. Department of Civil, Environmental, Aerospace, and Materials Engineering, University of Palermo, Viale delle Scienze, Ed. 8, 90128, Palermo, Italy
  2. Laboratory for Nondestructive Evaluation and Structural Health Monitoring Studies, Department of Civil and Environmental Engineering, University of Pittsburgh, 3700 O鈥橦ara Street, Pittsburgh, PA, 15261, USA
  
• 刊物主题：Civil Engineering; Measurement Science and Instrumentation; Vibration, Dynamical Systems, Control;
• 出版者：Springer Berlin Heidelberg
• ISSN：2190-5479

文摘

We propose a structural health monitoring (SHM) paradigm based on the simultaneous use of ultrasounds and electromechanical impedance (EMI) to monitor waveguides. Methods based on the propagation of guided ultrasonic waves (GUWs) are increasingly used in all those SHM applications that benefit from built-in transduction, moderately large inspection ranges, and high sensitivity to small flaws. Meantime, impedance-based SHM promises to adequately assess locally the structural integrity of simple waveguides and complex structures such as bolted connections. As both methods utilize piezoelectric transducers bonded or embedded to the structure of interest, this paper describes a unified SHM paradigm where pulse-echo and pitch-catch GUWs as well as EMI are employed simultaneously and are driven by the same sensing/hardware/software. We assess the feasibility of this unified system by monitoring a large flat aluminum plate with two transducers. Damage is simulated by adding small masses to the plate. The results demonstrate that the proposed system is robust and can be developed further to address the challenges associated with the SHM of complex structures.