Local Strand-Breakage Detection in Multi-Strand Anchorage System Using an Impedance-Based Stress Monitoring MethodFeasibility Study

被引:30
作者
Dang, Ngoc-Loi [1 ]
Huynh, Thanh-Canh [1 ]
Kim, Jeong-Tae [1 ]
机构
[1] Pukyong Natl Univ, Dept Ocean Engn, Busan 48723, South Korea
基金
新加坡国家研究基金会;
关键词
strand breakage detection; multi-strands system; impedance-based method; impedance signature; PZT interface; IDENTIFICATION; COLLAPSE; BRIDGE;
D O I
10.3390/s19051054
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
This study investigates the feasibility of impedance-based stress monitoring method for local-strand breakage detection in multi-strand anchorage systems. Firstly, stress fields of a multi-strand anchorage system are numerically analyzed to examine anchorage's responses sensitive to local strand breakage. Secondly, an impedance-based stress monitoring technique via the PZT interface is outlined. Thirdly, a novel hoop-type PZT interface is designed for the multi-strands anchorage to monitor the stress variation induced by the strand breakage. Local dynamic responses of the hoop-type PZT interface are analyzed to predetermine the effective frequency ranges. Finally, the numerical feasibility of the proposed method is verified on a seven-strand anchorage system under various strand breakage cases. Variations in impedance responses are statistically quantified, and broken strands are localized by linear tomography analysis of damage indices. A lab-scale experiment is also conducted on a multi-strands anchorage to evaluate the realistic performance of the hoop PZT interface for impedance-based stress monitoring method.
引用
收藏
页数:22
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