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Preventive Work and Health Monitoring for Technology by Cracks of Concrete Surface Using Coating Type Resin Sensor

Received: 7 April 2023     Accepted: 8 May 2023     Published: 18 May 2023
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Abstract

Infrastructure safety inspections rely on visual inspections and hammering inspections by inspectors. However, an important difficulty is that inspection results vary because of differences in the technical expertise of inspectors. An inspection method and preventive work using a coating type resin sensor and an infrared camera are proposed to overcome that difficulty. A nondestructive evaluation technique using thermography is used increasingly as a tool to maintain concrete structures. Most inspections only evaluate the defect locations and shapes on planes. No method has been developed for evaluating defect depths. After applying infrared reactive resin, thermographic images of a target area are taken sequentially. Then, temperature curves obtained at each pixel during cooling defect states in different parts of the temperature distribution are analyzed using Fourier transform. The temperature change is related to the defect size. Approximately 10% of aluminum powder mixed into the applied gel resin, because of its specific gravity, has the property of concentrating in areas damaged by compression failure or floating. This report describes technologies related to defect identification and size measurements in infrared reactive resin, and describes effects of preventive work to avoid the scattering and collapse of defects caused by structural degradation.

Published in International Journal of Sensors and Sensor Networks (Volume 11, Issue 1)
DOI 10.11648/j.ijssn.20231101.11
Page(s) 1-10
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), 2023. Published by Science Publishing Group

Keywords

Infrared Thermography, Non-Destructive Inspection, Reinforcement, Spalling Prediction, Health Monitoring

References
[1] Ministry of Land, Infrastructure, & Transport. Infrastructure maintenance information. Available from (accessed on 10 October, 2020). (in Japanese).
[2] Matsuoka, H., Hirose, Y., Kurahashi, T., Murakami, Y., Toyama, S., Ikeda, H., Iyama, T. & Ihara, I. (2018) Application of a joint variable method for high accurate numerical evaluation of defect based on hammering test. Journal of the Society of Materials Science, Vol. 67, No. 9, pp. 869-876. (in Japanese).
[3] Ueda, H., Ushijima, S. & Shyutto, K. (2007) Properties and deterioration prediction of acid attacked concrete. Japan Society of Civil Engineers, Vol. 63 No. 1, pp. 27-41 (in Japanese).
[4] Xu, J., Wang, H, Duan, Y., He, Y., Chen, S. & Zhang, Z. (2020) Terahertz imaging and vibro-thermography for impact response in carbon fiber reinforced plastics. Infrared Physics & Technology, pp. 1-18.
[5] Wu, D., Haude, C., Burger, R. & Peters O. (2019) Application of terahertz time domain spectroscopy for NDT of oxide–oxide ceramic matrix composites. Infrared Physics & Technology, Vol. 102, pp. 1-9.
[6] Tamai, H. (2003) 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, pp. 127-135. (in Japanese).
[7] Shimoi, N., Nishida, T., Obata, A., Nakasho, K., Madokoro, H. & Cuadra, C. (2016) 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. (in Japanese).
[8] Nagao, T., Yamada, M. and Nozu, A., A study on the empirical evaluation method of site amplification effects by use of microtremor H/V spectrum, JSCE Committee of Structural Engineering, Vol. 56A (2010), pp. 324–333 (in Japanese).
[9] Miyashita, T., Ishii, H., Fujino, Y., Shoji, T. & Seki, M. (2007) Understanding of high-speed train induced local vibration of a railway steel bridge using laser measurement and its effect by train speed. Japan Society of Civil Engineering A, Vol. 63, No. 2, pp. 277-296 (in Japanese).
[10] Michimura, K. (2008) Deterioration diagnosis technology by infrared method. Material Life Society, Vol. 20, No. 1, pp. 21-26 (in Japanese).
[11] Hayashi, H., Hashimoto, K. & Akashi, Y. (2013) Improving detection accuracy of concrete damage by infrared thermography. Japan Concrete Institute, Vol. 35, No. 1, pp. 1813-1818 (in Japanese).
[12] Nakamura, M. (2002) Health monitoring of building structures. Society of Instrument and Control Engineers, Vol. 41, No. 11, pp. 819-824 (in Japanese).
[13] Shimoi, N. (2001) The technology of personal mine detecting for humanitarian demining. SICE, Vol. 37, No. 6, pp. 577-583 (in Japanese).
[14] Ono, K. (2003) Study on technology for extending the life of existing structures, New Urban Society Technology Fusion Research. The Second New Urban Social Technology Seminar, pp. 11-23 (in Japanese).
[15] Wan, M., Gu, G., Qian, W., Ren, K., Chen, Q., Zhang, H. & Malgague, X. (2018) Total variation regularization term-based low-rank and sparse matrix representation model for infrared moving target tracking. Remote Sensing, Vol. 10, No. 510, pp. 1-22.
[16] Luo, Q., Gat, B., Woo, W. L. & Yang, Y. (2019) Temporal and spatial deep learning net work for infrared thermal defect detection. NDT and E International, pp. 1-13.
[17] Kumagai, K., Nakamura, H. & Kobayashi, H. (1999) Computer aided nondestructive evaluation method of welding residual stresses by removing reinforcement of weld. Transactions of the Japan Society of Mechanical Engineers, Series A, Vol. 65, No. 629, pp. 133-140 (in Japanese).
[18] Shimizu, K. (1987) The latest technology for far-infrared use. Industrial Technology Association, pp. 6-24 (in Japanese).
[19] Malgague, X. (2002) Introduction to NDT by active infrared thermography. Materials Evaluation, pp. 1-22.
Cite This Article
  • APA Style

    Nobuhiro Shimoi, Yu Yamauch, Kazuhisa Nakasho. (2023). Preventive Work and Health Monitoring for Technology by Cracks of Concrete Surface Using Coating Type Resin Sensor. International Journal of Sensors and Sensor Networks, 11(1), 1-10. https://doi.org/10.11648/j.ijssn.20231101.11

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    ACS Style

    Nobuhiro Shimoi; Yu Yamauch; Kazuhisa Nakasho. Preventive Work and Health Monitoring for Technology by Cracks of Concrete Surface Using Coating Type Resin Sensor. Int. J. Sens. Sens. Netw. 2023, 11(1), 1-10. doi: 10.11648/j.ijssn.20231101.11

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    AMA Style

    Nobuhiro Shimoi, Yu Yamauch, Kazuhisa Nakasho. Preventive Work and Health Monitoring for Technology by Cracks of Concrete Surface Using Coating Type Resin Sensor. Int J Sens Sens Netw. 2023;11(1):1-10. doi: 10.11648/j.ijssn.20231101.11

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  • @article{10.11648/j.ijssn.20231101.11,
      author = {Nobuhiro Shimoi and Yu Yamauch and Kazuhisa Nakasho},
      title = {Preventive Work and Health Monitoring for Technology by Cracks of Concrete Surface Using Coating Type Resin Sensor},
      journal = {International Journal of Sensors and Sensor Networks},
      volume = {11},
      number = {1},
      pages = {1-10},
      doi = {10.11648/j.ijssn.20231101.11},
      url = {https://doi.org/10.11648/j.ijssn.20231101.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijssn.20231101.11},
      abstract = {Infrastructure safety inspections rely on visual inspections and hammering inspections by inspectors. However, an important difficulty is that inspection results vary because of differences in the technical expertise of inspectors. An inspection method and preventive work using a coating type resin sensor and an infrared camera are proposed to overcome that difficulty. A nondestructive evaluation technique using thermography is used increasingly as a tool to maintain concrete structures. Most inspections only evaluate the defect locations and shapes on planes. No method has been developed for evaluating defect depths. After applying infrared reactive resin, thermographic images of a target area are taken sequentially. Then, temperature curves obtained at each pixel during cooling defect states in different parts of the temperature distribution are analyzed using Fourier transform. The temperature change is related to the defect size. Approximately 10% of aluminum powder mixed into the applied gel resin, because of its specific gravity, has the property of concentrating in areas damaged by compression failure or floating. This report describes technologies related to defect identification and size measurements in infrared reactive resin, and describes effects of preventive work to avoid the scattering and collapse of defects caused by structural degradation.},
     year = {2023}
    }
    

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  • TY  - JOUR
    T1  - Preventive Work and Health Monitoring for Technology by Cracks of Concrete Surface Using Coating Type Resin Sensor
    AU  - Nobuhiro Shimoi
    AU  - Yu Yamauch
    AU  - Kazuhisa Nakasho
    Y1  - 2023/05/18
    PY  - 2023
    N1  - https://doi.org/10.11648/j.ijssn.20231101.11
    DO  - 10.11648/j.ijssn.20231101.11
    T2  - International Journal of Sensors and Sensor Networks
    JF  - International Journal of Sensors and Sensor Networks
    JO  - International Journal of Sensors and Sensor Networks
    SP  - 1
    EP  - 10
    PB  - Science Publishing Group
    SN  - 2329-1788
    UR  - https://doi.org/10.11648/j.ijssn.20231101.11
    AB  - Infrastructure safety inspections rely on visual inspections and hammering inspections by inspectors. However, an important difficulty is that inspection results vary because of differences in the technical expertise of inspectors. An inspection method and preventive work using a coating type resin sensor and an infrared camera are proposed to overcome that difficulty. A nondestructive evaluation technique using thermography is used increasingly as a tool to maintain concrete structures. Most inspections only evaluate the defect locations and shapes on planes. No method has been developed for evaluating defect depths. After applying infrared reactive resin, thermographic images of a target area are taken sequentially. Then, temperature curves obtained at each pixel during cooling defect states in different parts of the temperature distribution are analyzed using Fourier transform. The temperature change is related to the defect size. Approximately 10% of aluminum powder mixed into the applied gel resin, because of its specific gravity, has the property of concentrating in areas damaged by compression failure or floating. This report describes technologies related to defect identification and size measurements in infrared reactive resin, and describes effects of preventive work to avoid the scattering and collapse of defects caused by structural degradation.
    VL  - 11
    IS  - 1
    ER  - 

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

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

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

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