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Piezoelectric Joint Sensors Shape to Sensor Response Characteristics by FEM Analysis and Measuring Result

Received: 5 January 2022     Accepted: 20 January 2022     Published: 5 February 2022
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Abstract

After the huge earthquake many steel structures were constructed using frame welded joints of welded construction and welded base. Steel structures are considered earthquake resistance structures however, many steel structures are constructed using frame-welded joints of fillet welded construction and welded column bases. These weld joints could result to have low capacity to absorb energy during earthquakes. Therefore, the application of structural health monitoring to the maintenance of infrastructures is extensively expected for new technology. However, in order to achieve practical utilization of new sensors, both accumulation of data and evaluation method to derive information about structural conditions from the measured data is highly required. To solve such a problem, we would like to measure the structure by health monitoring using a piezoelectric sensor. In this paper, measurements output voltage because using piezoelectric joint sensors, we recorded the sensor characteristics during measuring robot measurement because of changes in the thickness and shape of the base plate of the piezo joint sensor. Structural FEM for sensor analysis is also introduced to evaluate the mechanism and influence of various environmental factors on the response of the structures. In other hand, the introduction of the sensor measurement robot has reduced the working hours required for measurement experiments of sensor characteristics to about 1/19, which is expected to boost the cycle of sensor improvements in the future significantly. We will use robotics to promote research on the performance characteristics of piezoelectric joint sensors for a safe society.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 1)
DOI 10.11648/j.jccee.20220701.11
Page(s) 1-7
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2022. Published by Science Publishing Group

Keywords

Control Engineering, Health Monitoring, Piezoelectric Joint Sensor, FEM Analysis

References
[1] Ministry of Land, Infrastructure and Transport, Infrastructure maintenance information, available from https://www.mlit.go.jp/sogoseisaku/maintenance/02research/02_01_01.html (accessed on 1 October, 2020) (in Japanese).
[2] Miura, T., Minami, K., Nishikawa, K. and Matsumura, H., Repair of Salt Damaged Concrete Bridge at Kuretsubo, 3 Loading Tests and Prolonged Surveillance after Strengthening, Bridge and foundation Engineering, Vol. 28, pp. 39–47 (1994) (in Japanese).
[3] Japan Society of Civil Engineers, Concrete Committee, Final Report Investigation Special Committee on Damage to the Tarui Viaduct, (2008) (in Japanese).
[4] Imai, K., Narihara, H., Kawabata., I., Takayama, M., Kimura, Y., Aono, H. and Kameda, R., Development of new type of steel column base: structural experiment of exposed-type column base, TAISEI Construction Technology Center, Technical Report, No. 39, pp. 1–6 (2006) (in Japanese).
[5] Mochizuki, M., Toyoda, M., Morikage, Y. and Kubo, T., Residual stress and fatigue strength in welded joints by using low-temperature transformation weld material, Japan Welding Society, No. 72, pp. 242–243 (2003). (in Japanese).
[6] Shimoi, N., Cuadra, C and Nakasho, K., Comparison in displacement measurements for weld joint of steel column base by using piezoelectric joint sensors, Vol. 57, No. 5, pp. 253–259 (2021) (in Japanese).
[7] Shimoi, N. and Nakasho, K., Sally, a Robot for Measuring Piezoelectric Joint Sensor Characteristics, Research & Development, Vol. 1, No. 1, pp. 25–30 (2020).
[8] Ono, K., Study of technology for extending the life of existing structures, New urban society technology fusion research, The 2nd New Urban Social Technology Seminar, pp. 11–23 (2003) (in Japanese).
[9] Nakamura, M., Health monitoring of building structures, Society of instrument and control engineers, Vol. 41, No. 11, pp. 819–824 (2002) (in Japanese).
[10] Khanna, P. K., Hornbostel, B., Grimme, R., Schäfer, W. and Dorner, J., Miniature pressure sensor and micromachined actuator structure based on low-temperature-cofired ceramics and piezoelectric material, Materials Chemistry and Physics, No. 87, No. 1, pp. 173–178 (2004).
[11] Tokyo Sensor Corporation, Piezoelectric cable, Piezo Film Technical Manual, R1, pp. 17–18 (2001) (in Japanese).
[12] Shimoi, N., Nishida, T., Obata, A., Nakasho, K., Madokoro, H. and Cuadra, C., Comparison of displacement measurements in exposed type column base using piezoelectric dynamic sensors and static sensors, American Journal of Remote Sensing, Vol. 4, No. 5, pp. 23–32 (2016).
[13] Shimoi, N., Nakasho, K., Cuadra,., Saijo, M and Madokoro,. H., Avalanche and Falling Rock Measurement Using Piezoelectric Dynamics and Static Sensors, Piezoelectric Dynamics and Static Sensors, American Journal of Remote Sensing, vol. 5, No. 2, pp. 10-15 (2017).
[14] Shimoi. N., Takita., Mine Remote Sensing Technology Using a Working Robot, Journal of Robotics and Mechatronics, Motion Control and Applications in Robot Technology (RT), IEEE, Vol. 17, No. 1 (2005), pp. 101-105.
[15] Tamai, H., Elasto Plastic Analysis Method for frame with exposed-type column base considering influence of variable axial force, Journal of Structural and Construction Engineering, Vol. 68, No. 571 (2003), pp. 127–135 (in Japanese).
[16] Shimoi, N., Cuadra, C., Madokoro, H. and Nakasho, K., Comparison in displacement measurements for fillet weld of steel column base by using piezoelectric joint sensors, International Journal of Science and Engineering Investigations, Vol. 9, No. 102 (2020), pp 99–103.
[17] Steel committee of Kinki Branch the Architectural Institute of Japan, Reconnaissance report on damage to steel building structures observed from the 1995 Hyogoken-Nanbu earthquake, (2005), pp. 22–108 (in Japanese).
Cite This Article
  • APA Style

    Nobuhiro Shimoi, Kazuhisa Nakasho, Carlos Cuadra. (2022). Piezoelectric Joint Sensors Shape to Sensor Response Characteristics by FEM Analysis and Measuring Result. Journal of Civil, Construction and Environmental Engineering, 7(1), 1-7. https://doi.org/10.11648/j.jccee.20220701.11

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    ACS Style

    Nobuhiro Shimoi; Kazuhisa Nakasho; Carlos Cuadra. Piezoelectric Joint Sensors Shape to Sensor Response Characteristics by FEM Analysis and Measuring Result. J. Civ. Constr. Environ. Eng. 2022, 7(1), 1-7. doi: 10.11648/j.jccee.20220701.11

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    AMA Style

    Nobuhiro Shimoi, Kazuhisa Nakasho, Carlos Cuadra. Piezoelectric Joint Sensors Shape to Sensor Response Characteristics by FEM Analysis and Measuring Result. J Civ Constr Environ Eng. 2022;7(1):1-7. doi: 10.11648/j.jccee.20220701.11

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  • @article{10.11648/j.jccee.20220701.11,
      author = {Nobuhiro Shimoi and Kazuhisa Nakasho and Carlos Cuadra},
      title = {Piezoelectric Joint Sensors Shape to Sensor Response Characteristics by FEM Analysis and Measuring Result},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {7},
      number = {1},
      pages = {1-7},
      doi = {10.11648/j.jccee.20220701.11},
      url = {https://doi.org/10.11648/j.jccee.20220701.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220701.11},
      abstract = {After the huge earthquake many steel structures were constructed using frame welded joints of welded construction and welded base. Steel structures are considered earthquake resistance structures however, many steel structures are constructed using frame-welded joints of fillet welded construction and welded column bases. These weld joints could result to have low capacity to absorb energy during earthquakes. Therefore, the application of structural health monitoring to the maintenance of infrastructures is extensively expected for new technology. However, in order to achieve practical utilization of new sensors, both accumulation of data and evaluation method to derive information about structural conditions from the measured data is highly required. To solve such a problem, we would like to measure the structure by health monitoring using a piezoelectric sensor. In this paper, measurements output voltage because using piezoelectric joint sensors, we recorded the sensor characteristics during measuring robot measurement because of changes in the thickness and shape of the base plate of the piezo joint sensor. Structural FEM for sensor analysis is also introduced to evaluate the mechanism and influence of various environmental factors on the response of the structures. In other hand, the introduction of the sensor measurement robot has reduced the working hours required for measurement experiments of sensor characteristics to about 1/19, which is expected to boost the cycle of sensor improvements in the future significantly. We will use robotics to promote research on the performance characteristics of piezoelectric joint sensors for a safe society.},
     year = {2022}
    }
    

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  • TY  - JOUR
    T1  - Piezoelectric Joint Sensors Shape to Sensor Response Characteristics by FEM Analysis and Measuring Result
    AU  - Nobuhiro Shimoi
    AU  - Kazuhisa Nakasho
    AU  - Carlos Cuadra
    Y1  - 2022/02/05
    PY  - 2022
    N1  - https://doi.org/10.11648/j.jccee.20220701.11
    DO  - 10.11648/j.jccee.20220701.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 1
    EP  - 7
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20220701.11
    AB  - After the huge earthquake many steel structures were constructed using frame welded joints of welded construction and welded base. Steel structures are considered earthquake resistance structures however, many steel structures are constructed using frame-welded joints of fillet welded construction and welded column bases. These weld joints could result to have low capacity to absorb energy during earthquakes. Therefore, the application of structural health monitoring to the maintenance of infrastructures is extensively expected for new technology. However, in order to achieve practical utilization of new sensors, both accumulation of data and evaluation method to derive information about structural conditions from the measured data is highly required. To solve such a problem, we would like to measure the structure by health monitoring using a piezoelectric sensor. In this paper, measurements output voltage because using piezoelectric joint sensors, we recorded the sensor characteristics during measuring robot measurement because of changes in the thickness and shape of the base plate of the piezo joint sensor. Structural FEM for sensor analysis is also introduced to evaluate the mechanism and influence of various environmental factors on the response of the structures. In other hand, the introduction of the sensor measurement robot has reduced the working hours required for measurement experiments of sensor characteristics to about 1/19, which is expected to boost the cycle of sensor improvements in the future significantly. We will use robotics to promote research on the performance characteristics of piezoelectric joint sensors for a safe society.
    VL  - 7
    IS  - 1
    ER  - 

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Author Information
  • Faculty of Systems Science and Technology, Akita Prefectural University, Yurihonjo, Japan

  • Graduate School of Sciences & Technology for Innovation, Yamaguchi University, Ube, Japan

  • Faculty of Systems Science and Technology, Akita Prefectural University, Yurihonjo, Japan

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