Technical Papers
Oct 4, 2021

Study of Anticorrosion System and Anticorrosion Mechanism for the Main Cable of Suspension Bridge

Publication: Journal of Bridge Engineering
Volume 26, Issue 12

Abstract

There are many problems in the commonly used anticorrosion technologies of the main cable, which has been difficult to meet the anticorrosion requirements of the main cable. In order to solve the problems, a new dehumidification system of conveying dry air from the inside of the main cable is put forward. The dehumidification system delivers dry air through the composite air supply conduit embedded in the main cable, and the dry air takes away the moisture in the main cable during the flow process, so as to achieve the purpose of anticorrosion and dehumidification. In this study, the influence of the temperature and humidity environment on the corrosion rate of the high strength steel wire is investigated. Then a dehumidification test of the main cable is carried out. The temperature and humidity variation, dry air pressure distribution, and dehumidification time of the main cable are tested. The anticorrosion effect and mechanism of the new dehumidification system are studied. The results show that the corrosion of the high strength steel wire is very slow in a humidity environment which is below 60%, and the corrosion rate increases with the increase of the temperature and humidity. The dry air of the new dehumidification system can achieve the full section coverage of the main cable, and the relative humidity at each position of the main cable can be reduced to less than the critical humidity of the high strength steel wire corrosion (RH = 60%). So the entire main cable can be well protected against corrosion. The dehumidification time of the main cable calculated by theory is basically consistent with that of the dehumidification test. With the increase of the dry air delivery velocity, the dehumidification time of the main cable is shorter. Therefore, the dehumidification efficiency of the main cable can be improved by properly increasing the delivery velocity of the dry air. The new dehumidification system can provide a more effective anticorrosion method for the main cable of the suspension bridge.

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Acknowledgments

This study was funded by the National Natural Science Foundation of China [51178396/E080505] and the Project of Transportation Science and Technology of Jiangsu Province. The financial support from these grants is gratefully acknowledged.

References

ASHRAE (American Society of Heating, Refrigerating and Air-Conditioning Engineers). 2013. ASHRAE handbook: Fundamentals. SI edition. Atlanta: ASHRAE.
Bloomstine, M. L., O. Rensen, and J. V. Thomsen. 2006. “Main cable corrosion protection by dehumidification.” IABSE Symp. Rep. 91 (2): 1–8.
Chen, C., L. K. Fan, Z. X. Feng, and G. Pen. 2011. “Energy conservation research of dehumidification system for main cable anticorrosion of suspension bridge.” Eng. Sci. 9 (2): 74–77.
Chen, K. L. 2019. “New development of bridge long life research in Japan.” World Bridges 47 (2): 50–54.
Chen, W., R. L. Shen, T. B. Wan, Q. Ling, Z. Wang, and Z. Zhou. 2021. “Pressure loss of internal dry air supply dehumidification system in main cable of suspension bridge.” J. Southeast Univ. 51 (2): 227–234. https://doi.org/10.3969/j.issn.1001-0505.2021.02.006.
Chen, W., T. B. Wan, Z. B. Wang, X. Li, and R. Shen. 2020. “Performance of air supply conduit of the dehumidification system inside the main cable of suspension bridge.” J. Jilin Univ. 12: 1–9. https://doi.org/10.13229/j.cnki.jdxbgxb20200508.
Chen, X. Y. 2018. “The multi-factor analysis of corrosion and resistance deterioration model of steel wires of suspension bridge.” Ph.D. thesis, School of Civil Engineering, Southwest Jiaotong Univ.
CNS (China National Standard). 2012. Design code for heating ventilation and air conditioning of civil buildings. GB 50736-2012. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China.
Cocksedge, C. P. E., and M. J. Bulmer. 2009. “Extending the life of the main cables of two major UK suspension bridges through dehumidification.” Bridge Struct. 5 (4): 159–172. https://doi.org/10.1080/15732480903142476.
Fan, H. B., H. Tian, and S. G. Cao. 2017. “Model test study of change mechanism of temperatures and humidity in main cable of suspension bridge.” Bridge Constr. 47 (2): 42–47.
Furuya, K., M. Kitagawa, S. I. Nakamura, and K. Suzumura. 2000. “Corrosion mechanism and protection methods for suspension bridge cables.” Struct. Eng. Int. 10 (3): 189–193. https://doi.org/10.2749/101686600780481518.
Jia, D. Y., L. Y. Sui, and M. L. He. 2012. “Experimental study on mass transfer coefficient of dry air in main cable of suspension bridge.” Adv. Mater. Res. 461: 151–154. https://doi.org/10.4028/www.scientific.net/AMR.461.151.
Karanci, E., and R. Betti. 2018. “Modeling corrosion in suspension bridge main cables. II: Long-term corrosion and remaining strength.” J. Bridge Eng. 23 (6): 04018026. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001234.
Liu, H. Y. 2018. “Air drying system for main cable of suspension bridge in Japan.” World Bridges 46 (4): 94–95.
Miao, R. S., R. L. Shen, L. Wang, and L. Bai. 2020. “Theoretical and numerical studies of the slip resistance of main cable clamp composed of an upper and a lower part.” Adv. Struct. Eng. 24 (4): 691–705. https://doi.org/10.1177/1369433220965271.
Nakamura, S., and K. Suzumura. 2012. “Experimental study on repair methods of corroded bridge cables.” J. Bridge Eng. 17 (4): 720–727. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000299.
Peng, G. Z., X. P. Miao, D. Y. Jia, L. Fan, C. Zhang, and L. Sui. 2013. “Design research on dehumidification system for main cable of suspension bridge.” J. Shenzhen Univ. 30 (2): 179–185. https://doi.org/10.3724/SP.J.1249.2013.02179.
Shen, R. L., W. Chen, X. Chen, and R. S. Miao. 2020. “A high pressure and high elongation pipeline structure [P]: CN210088192U, 2020.02.18.”
Shoichi, S., and F. Kazuhiko. 2003. “Corrosion protection of suspension bridge cables.” Constr. Civ. Eng. Struct. 63 (7): 35–37.
Suzumura, K., and S.-i. Nakamura. 2004. “Environmental factors affecting corrosion of galvanized steel wires.” J. Mater. Civ. Eng. 16 (1): 1–7. https://doi.org/10.1061/(ASCE)0899-1561(2004)16:1(1).
Watkinson, D. E., M. B. Rimmer, and N. J. Emmerson. 2019. “The influence of relative humidity and intrinsic chloride on post-excavation corrosion rates of archaeological wrought iron.” Stud. Conserv. 64 (8): 456–471. https://doi.org/10.1080/00393630.2018.1565006.
Wei, Z. J., F. S. Peng, X. P. Miao, D. Y. Jia, Z. B. Zang, and H. Wei. 2016. “Numerical calculation and experiment on the dehumidification system for main cable of suspension bridge.” J. Eng. Thermophys. 37 (12): 2495–2501.
Xu, F. Y., Y. L. Chen, X. L. Zheng, R. Ma, and H. Tian. 2019. “Experimental study on corrosion and mechanical behavior of main cable wires considering the effect of strain.” Materials 12 (5): 753. https://doi.org/10.3390/ma12050753.
Yu, M. D., R. L. Shen, and M. L. Tang. 2010. “Research on temperature field of main cable section of Xihoumen bridge.” J. Archit. Civ. Eng. 27 (3): 53–58.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 26Issue 12December 2021

History

Received: Mar 18, 2021
Accepted: Aug 17, 2021
Published online: Oct 4, 2021
Published in print: Dec 1, 2021
Discussion open until: Mar 4, 2022

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Authors

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Wei Chen, Ph.D. [email protected]
Assistant Researcher, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Ruili Shen, M.ASCE [email protected]
Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author). Email: [email protected]
Hui Wang, Ph.D. [email protected]
Assistant Researcher, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Wang Gong, Ph.D. [email protected]
Assistant Researcher, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]

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Cited by

  • Flexural Behavior of GFRP–Aluminum Space Truss Strengthened with Prestressed CFRP Tendons: Experimental and Theoretical Study, Journal of Composites for Construction, 10.1061/JCCOF2.CCENG-4745, 28, 5, (2024).
  • Key Design and Dehumidification Effect Testing of a New Dry Air Protection System for Main Cables, Journal of Bridge Engineering, 10.1061/JBENF2.BEENG-6751, 29, 11, (2024).
  • Effect of temperature on tribo-corrosion behaviors of parallel steel wires of main cable in the suspension bridge, Wear, 10.1016/j.wear.2022.204522, 512-513, (204522), (2023).
  • Design and Dehumidification Effect of Dry Air Dehumidification System Inside the Main Cable, IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation, 10.2749/nanjing.2022.1677, (1677-1684), (2022).

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