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Fatigue crack detection using a piezoelectric ceramic sensor

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Abstract

Fatigue cracks in steel bridges can lead to brittle fracture, so it is important to find them properly. Piezoelectric ceramic sensors have been identified as inexpensive, high-sensitivity sensors for detecting the fatigue crack. Piezoelectric ceramic sensors do not require a power supply for their operation, making them suitable for long-term measurements. In this study, we conducted fundamental tests on the frequency characteristics of a piezoelectric ceramic sensor and clarified that the single integral value of the output voltage of the piezoelectric ceramic sensor has a linear relationship with strain response at a frequency of 1.0 Hz or less. We then attempted to detect the initiation and propagation of fatigue cracks using the response of the single integral value of the output voltage. The results showed that it is possible to detect the initiation and propagation of fatigue cracks using the change of the response of the integral voltage. Finally, a fatigue test using a girder specimen was carried out. The results showed that it is possible to detect the initiation and propagation of fatigue cracks from a welded part using the change in the response of the integral voltage in the same manner.

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References

  1. Nishikawa K (1994) Life time and maintenance of highway bridges. J Jpn Soc Civ Eng 501/I-29:1–10

    Google Scholar 

  2. Tateishi K, Takenouchi H, Miki C (1995) Mechanism for developing local stress at the connection details in steel bridge structures. J Jpn Soc Civ Eng 507/I-30:109–119

    Google Scholar 

  3. Miki C, Suganuma H, Tomizawa M, Machida F (2005) Cause study on fatigue damage in orthotropic steel bridge deck. J Jpn Soc Civ Eng 780/I-70:57–69

    Google Scholar 

  4. Miki C, Suzuki K, Ono K, Yaginuma Y (2010) Stress measurement for the bridge suspected of fatigue damage. J Jpn Soc Civ Eng Ser F 66(3):337–350

    Google Scholar 

  5. Shinoda M, Mai T, Ehara T, Nakajima S, Abe K, Fujita K, Tsuchiya M (2013) Vibration-based inspection of railway bridge substructures with small vibration exciter and fibre optic sensor. J Jpn Soc Civ Eng Ser A 69(1):40–56

    Google Scholar 

  6. Saitoh T, Watanabe K, Saeki M (2012) Accuracy tests of the structural sensing method using artificial vibrator and wireless sensor network. J Jpn Soc Civ Eng Ser A 68(2):761–769

    Google Scholar 

  7. Yoshioka T, Itou S, Yamaguchi H, Matsumoto Y (2010) Structural health monitoring of truss bridges based on damping change in diagonal member-coupled mode. J Jpn Soc Civ Eng Ser A 66(3):516–534

    Google Scholar 

  8. Sasaki T (1995) A basic study on the fatigue crack monitoring using strain gauges. Research Reports of the National Institute of Industrial Safety NISS-RR94:21-26

  9. Tetsukawa S, Katsuta J, Shigemura M, Takahashi K (2001) A study on detection of fatigue damages for health monitoring in welded steel structures. J Jpn Soc Steel Constr 8(29):1–13

    Google Scholar 

  10. Sirohi J, Chopra I (2000) Fundamental understanding of piezoelectric strain sensors. J Intell Mater Syst Struct 11:246–257

    Article  CAS  Google Scholar 

  11. Okazaki S (1983) Ceramic dielectric engineering third edition. Gattuken Publishers, Tokyo, pp 319–323

    Google Scholar 

Download references

Acknowledgements

This research was conducted as part of a joint research between Tokyo City University, the Metropolitan Expressway Co., Ltd., Metropolitan High Technology Co., Ltd. and Capital Metropolitan Expressway Technology Center, Inc. The piezoelectric ceramic sensors were provided by CERATEC Engineering Co., Ltd. I express my gratitude.

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Authors and Affiliations

  1. Tokyo City University, 1-28-1 Tamazutsumi, Setagaya-ku, Tokyo, 158-8557, Japan

    Shogo Morichika, Hidehiko Sekiya, Osamu Maruyama, Shuichi Hirano & Chitoshi Miki

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  1. Shogo Morichika
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  2. Hidehiko Sekiya
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  3. Osamu Maruyama
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  4. Shuichi Hirano
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  5. Chitoshi Miki
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Correspondence to Shogo Morichika.

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Recommended for publication by Commission XIII - Fatigue of Welded Components and Str

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Morichika, S., Sekiya, H., Maruyama, O. et al. Fatigue crack detection using a piezoelectric ceramic sensor. Weld World 64, 141–149 (2020). https://doi.org/10.1007/s40194-019-00807-z

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  • DOI: https://doi.org/10.1007/s40194-019-00807-z

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