sub-frequency interval approach in electromechanical impedance technique for concrete structure health monitoringsub-frequency间隔方法在机电阻抗技术对混凝土结构健康监测.pdfVIP
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sub-frequency interval approach in electromechanical impedance technique for concrete structure health monitoringsub-frequency间隔方法在机电阻抗技术对混凝土结构健康监测
Sensors 2010, 10, 11644-11661; doi:10.3390/s101211644 OPEN ACCESS sensors ISSN 1424-8220 /journal/sensors Article Sub-Frequency Interval Approach in Electromechanical Impedance Technique for Concrete Structure Health Monitoring Yaowen Yang * and Bahador Sabet Divsholi School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, 639798, Singapore; E-Mail: sabe0002@.sg * Author to whom correspondence should be addressed; E-Mail: cywyang@.sg; Tel.: +65-6790-4057; Fax: +65-6791-0676. Received: 21 October 2010; in revised form: 8 December 2010 / Accepted: 14 December 2010 / Published: 21 December 2010 Abstract: The electromechanical (EM) impedance technique using piezoelectric lead zirconate titanate (PZT) transducers for structural health monitoring (SHM) has attracted considerable attention in various engineering fields. In the conventional EM impedance technique, the EM admittance of a PZT transducer is used as a damage indicator. Statistical analysis methods such as root mean square deviation (RMSD) have been employed to associate the damage level with the changes in the EM admittance signatures, but it is difficult to determine the location of damage using such methods. This paper proposes a new approach by dividing the large frequency (30–400 kHz) range into sub-frequency intervals and calculating their respective RMSD val
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