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Non-destructive evaluation (NDE) methods used for condition assessment of concrete structures
- 1 Tianjin Chengjian University
* Author to whom correspondence should be addressed.
Abstract
As an integral part of the construction industry, concrete is an important part of the building materials industry, as well as an important material for infrastructure and engineering construction projects. It is widely used in various industries. In recent years, with the improvement of the quality awareness of the whole people, the engineering quality inspection has also received more attention. The previous concrete quality inspection methods have different degrees of damage to the original structure. This paper focuses on the state of concrete structure and its detection method, and introduces the EDN technology. At the same time, through comparison, practical experiment, theoretical research and other research methods to describe EDN technology. Based on the research results, it is concluded that ECN technology can provide a more comprehensive concrete quality report, which is beneficial to the maintenance, repair and restoration of Bridges and old buildings, and help engineers use.
Keywords
concrete, EDN technology, bridge repair, rebound test, ultrasonic testing, acoustic emission, engineering testing
[1]. Duan, L., Liu, Z., Yu, W., Chen, W., Jin, D., Sun, S., & Dai, R. (2021, May). Trend of Urbanization rate in china various regions. In IOP Conference Series: Earth and Environmental Science (Vol. 772, No. 1, p. 012008). IOP Publishing. doi:10.1088/1755-1315/772/1/012008.
[2]. Saremi, S. G., Goulias, D. G., & Akhter, A. A. (2023). Non-Destructive Testing in Quality Assurance of Concrete for Assessing Production Uniformity. Transportation Research Record, 2677(1), 1259-1275. https://doi.org/10.1177/03611981221103871.
[3]. Brencich, A., Bovolenta, R., Ghiggi, V., Pera, D., & Redaelli, P. (2020). Rebound hammer test: an investigation into its reliability in applications on concrete structures. Advances in Materials Science and Engineering, 2020, 1-11. https://doi.org/10.1155/2020/6450183.
[4]. Gehlot, T., Sankhla, S. S., Gehlot, S. S., & Gupta, A. (2016). Study of concrete quality assessment of structural elements using ultrasonic pulse velocity test. Journal of Mechanical and Civil Engineering, 13(5), 15-22.
[5]. Ensminger, D., & Bond, L. (2012). Ultrasonics Fundamentals, Technologies and Applications (Third edition ed.). Boca Raton, Florida, United States: CRC Press.
[6]. Xu, J., & Wei, H. (2019). Ultrasonic testing analysis of concrete structure based on S transform. Shock and Vibration, 2019, 1-9. https://doi.org/10.1155/2019/2693141.
[7]. Lee, Y. H., & Oh, T. (2016). The measurement of P-, S-, and R-wave velocities to evaluate the condition of reinforced and prestressed concrete slabs. Advances in Materials Science and Engineering, 2016. https://doi.org/10.1155/2016/1548215.
[8]. Bungey, J. H., Millard, S. G., and Grantham, M. G. (2006). “Testing of Concrete in Structures, 4 th Edition.” Taylor and Fransis, 270 Madison Ave, New York, NY 10016, USA.
[9]. Nematzadeh, M., & Poorhosein, R. (2017). Estimating properties of reactive powder concrete containing hybrid fibers using UPV. Comput. Concr, 20(4), 491-502. http://dx.doi.org/10.12989/cac.2017.20.4.491.
[10]. Zhang, F., Pahlavan, L., & Yang, Y. (2020). Evaluation of acoustic emission source localization accuracy in concrete structures. Structural Health Monitoring, 19(6), 2063-2074. https://doi.org/10.1177/1475921720915625, https://doi.org/10.1177/1475921720915625.
[11]. Abdul Kudus, S., Muhamad Bunnori, N., Mustaffa, N. K., & Jamadin, A. (2022). Investigation on Acoustic Emission Parameters due to Fatigue Damage of Concrete Beams with Variable Notched Depth. International Journal of Concrete Structures and Materials, 16(1), 29. https://doi.org/10.1186/s40069-022-00518-8.
[12]. Desa, M. S. M., Ibrahim, M. H. W., Shahidan, S., Ghadzali, N. S., & Misri, Z. (2018, April). Fundamental and assessment of concrete structure monitoring by using acoustic emission technique testing: A review. In IOP Conference series: earth and environmental science (Vol. 140, No. 1, p. 012142). IOP Publishing. http://dx.doi.org/10.1088/1755-1315/140/1/012142.
Cite this article
Ji,S. (2023). Non-destructive evaluation (NDE) methods used for condition assessment of concrete structures. Applied and Computational Engineering,23,45-51.
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Volume title: Proceedings of the 2023 International Conference on Functional Materials and Civil Engineering
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