Paper
1 May 2015 Experiment on interface separation detection of concrete-filled steel tubular arch bridge using accelerometer array
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Abstract
Based on the vibration testing principle, and taking the local vibration of steel tube at the interface separation area as the study object, a real-time monitoring and the damage detection method of the interface separation of concrete-filled steel tube by accelerometer array through quantitative transient self-excitation is proposed. The accelerometers are arranged on the steel tube area with or without void respectively, and the signals of accelerometers are collected at the same time and compared under different transient excitation points. The results show that compared with the signal of compact area, the peak value of accelerometer signal at void area increases and attenuation speed slows down obviously, and the spectrum peaks of the void area are much more and disordered and the amplitude increases obviously. whether the input point of transient excitation is on void area or not is irrelevant with qualitative identification results. So the qualitative identification of the interface separation of concrete-filled steel tube based on the signal of acceleration transducer is feasible and valid.
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Shengshan Pan, Xuefeng Zhao, Hailiang Zhao, and Jian Mao "Experiment on interface separation detection of concrete-filled steel tubular arch bridge using accelerometer array", Proc. SPIE 9435, Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2015, 94351B (1 May 2015); https://doi.org/10.1117/12.2084114
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CITATIONS
Cited by 2 scholarly publications.
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KEYWORDS
Sensors

Bridges

Signal attenuation

Interfaces

Civil engineering

Mathematical modeling

Mathematics

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