Influence of Rebar Strength, Pre-treatment, and Measurement Method on Residual Stress Measurement using Portable X-ray Diffractometer-Reference-Cited by-同舟云学术

Influence of Rebar Strength, Pre-treatment, and Measurement Method on Residual Stress Measurement using Portable X-ray Diffractometer

Published:2024-07-24 Issue:7 Volume:22 Page:391-405
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Yanagida Ryohei¹,Fukada Saiji¹,Sasaki Toshihiko²

Affiliation:

1. Department of Geosciences and Civil Engineering, Kanazawa University, Kakuma-machi, Kanazawa City, Japan.

2. Institute of Human and Social Sciences Faculty of Human Sciences, Kanazawa University, Kakuma-machi, Kanazawa City, Japan.

Publisher

Japan Concrete Institute

Link

https://www.jstage.jst.go.jp/article/jact/22/7/22_391/_pdf

Reference21 articles.

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3. 3) Erduran, E., Ulla, F. K. and Næss, L., (2021). “A framework for long-term vibration-based monitoring of bridges.” Sensors, 21(14), 4739.

4. 4) Furuta, T., Tomiyama, J., Makino, T., Miyagi, T. and Yamaguchi, M., (2020). “Fundamental study on the applicability of X-ray diffraction method on a detailed investigation of concrete structure deteriorated by ASR.” Proceedings of the Concrete Structure Scenarios, JSMS, 20, 209-214. (in Japanese)

5. 5) Gaebler, K. O., Hedegaard, B. D., Shield, C. K. and Linderman, L. E., (2018). “Signal selection and analysis methodology of long-term vibration data from the I-35W St. Anthony Falls Bridge.” Structural Control and Health Monitoring, 25, e2182.