Corrosion-Fatigue Analysis of Wires in Bridge Cables Considering Time-Dependent Electrochemical Corrosion Process
Publication: Journal of Engineering Mechanics
Volume 149, Issue 4
Abstract
Environmental corrosion and cyclic dynamic loadings are the main causes of cable failures. In the degradation process of cables, the effects of corrosion and cyclic loading are coupled and the corrosion rate is time dependent. To consider the time-variant properties of the electrochemical corrosion process, the evolution curve of corrosion current density was proposed and introduced into a corrosion-fatigue model. Based on the model, we extracted in situ wires from a tied-arch bridge for the corrosion-fatigue analysis. The surface profiles of the wires from midregion and the anchored region were measured. We found that the corrosions in the anchored region of the wires distribute more uniformly than those in the midregion due to the different contact patterns among wires. And the corrosion characteristics of salt spray–corroded wires are close to those of wires from the anchored region. The corrosion-fatigue simulations considering the effect of environments, loadings, and contact patterns of wires show that the failure modes of wires are greatly affected by loadings; the lifetimes of wires and cables are particularly sensitive to environmental corrosivity; and due to different contact patterns, the lifetimes of cables from the midregion are shorter than those from the anchored region by 30%. The research on corrosion fatigue of cables provides a rational basis for the operation and maintenance of cable-supported bridges.
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Data Availability Statement
All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This work is supported by the National Natural Science Foundation of China for Outstanding Young Scientists (Grant No. 52122801), Zhejiang Provincial Natural Science Foundation for Distinguished Young Scientists (Grant No. LR20E080003), and the National Natural Science Foundation of China (Grant Nos. 51978609 and 52208217).
References
Bai, N., H. Li, J. Ma, C. Lan, and B. F. Spencer. 2021. “Fatigue life evaluation model for high-strength steel wire considering different levels of corrosion.” Struct. Infrastruct. Eng. 19 (3): 1–11. https://doi.org/10.1080/15732479.2021.1951773.
Bastidas-Arteaga, E., P. Bressolette, A. Chateauneuf, and M. Sánchez-Silva. 2009. “Probabilistic lifetime assessment of RC structures under coupled corrosion–fatigue deterioration processes.” Struct. Saf. 31 (1): 84–96. https://doi.org/10.1016/j.strusafe.2008.04.001.
Chen, G. S., K. C. Wan, M. Gao, R. P. Wei, and T. H. Flournoy. 1996. “Transition from pitting to fatigue crack growth—Modeling of corrosion fatigue crack nucleation in a 2024-T3 aluminum alloy.” Mater. Sci. Eng., A 219 (1): 126–132. https://doi.org/10.1016/S0921-5093(96)10414-7.
Cui, C., A. Chen, and R. Ma. 2020. “An improved continuum damage mechanics model for evaluating corrosion–fatigue life of high-strength steel wires in the real service environment.” Int. J. Fatigue 135 (Jun): 105540. https://doi.org/10.1016/j.ijfatigue.2020.105540.
Darmawan, M. S., and M. G. Stewart. 2007. “Effect of pitting corrosion on capacity of prestressing wires.” Mag. Concr. Res. 59 (2): 131–139. https://doi.org/10.1680/macr.2007.59.2.131.
Deng, Y., A. Q. Li, D. M. Feng, X. Chen, and M. Zhang. 2020. “Service life prediction for steel wires in hangers of a newly built suspension bridge considering corrosion fatigue and traffic growth.” Struct. Control Health Monit. 27 (12): e2642. https://doi.org/10.1002/stc.2642.
El-Mahdy, G. A., A. Nishikata, and T. Tsuru. 2000. “Electrochemical corrosion monitoring of galvanized steel under cyclic wet–dry conditions.” Corros. Sci. 42 (1): 183–194. https://doi.org/10.1016/S0010-938X(99)00057-8.
ISO. 2012. Corrosion of metals and alloys—Corrosivity of atmospheres—Classification, determination and estimation. ISO 9223: 2012(E). Geneva: ISO.
Jiang, C., C. Wu, C. S. Cai, X. Jiang, and W. Xiong. 2020. “Corrosion fatigue analysis of stay cables under combined loads of random traffic and wind.” Eng. Struct. 206 (Mar): 110153. https://doi.org/10.1016/j.engstruct.2019.110153.
Jiang, J. H., A. B. Ma, W. F. Weng, G. H. Fu, Y. F. Zhang, G. G. Liu, and F. M. Lu. 2009. “Corrosion fatigue performance of pre-split steel wires for high strength bridge cables.” Fatigue Fracture Eng. Mater. Struct. 32 (9): 769–779. https://doi.org/10.1111/j.1460-2695.2009.01384.x.
Kondo, Y. 1989. “Prediction of fatigue crack initiation life based on pit growth.” Corrosion 45 (1): 7–11. https://doi.org/10.5006/1.3577891.
Lan, C. M., and H. Li. 2009. “Fatigue properties assessment of corroded cable.” Key Eng. Mater. 413–414: 757–764.
Lan, C. M., Y. Xu, C. Liu, H. Li, and B. F. Spencer. 2018. “Fatigue life prediction for parallel-wire stay cables considering corrosion effects.” Int. J. Fatigue 114 (Sep): 81–91. https://doi.org/10.1016/j.ijfatigue.2018.05.020.
Li, H., C. M. Lan, Y. Ju, and D. S. Li. 2012a. “Experimental and numerical study of the fatigue properties of corroded parallel wire cables.” J. Bridge Eng. 17 (2): 211–220. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000235.
Li, S., Y. Xu, H. Li, and X. Guan. 2014. “Uniform and pitting corrosion modeling for high-strength bridge wires.” J. Bridge Eng. 19 (7): 04014025. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000598.
Li, S., Y. Xu, S. Zhu, X. Guan, and Y. Bao. 2015. “Probabilistic deterioration model of high-strength steel wires and its application to bridge cables.” Struct. Infrastruct. Eng. 11 (9): 1240–1249. https://doi.org/10.1080/15732479.2014.948462.
Li, S., S. Zhu, Y. Xu, Z. Chen, and H. Li. 2012b. “Long-term condition assessment of suspenders under traffic loads based on structural monitoring system: Application to the Tsing Ma Bridge.” Struct. Control Health Monit. 19 (1): 82–101. https://doi.org/10.1002/stc.427.
Liu, Y., A. Ooi, E. Tada, and A. Nishikata. 2019. “Electrochemical monitoring of the degradation of galvanized steel in simulated marine atmosphere.” Corros. Sci. 147 (Feb): 273–282. https://doi.org/10.1016/j.corsci.2018.11.013.
Liu, Z., T. Guo, M. H. Hebdon, and Z. Zhang. 2018. “Corrosion fatigue analysis and reliability assessment of short suspenders in suspension and arch bridges.” J. Perform. Constr. Facil. 32 (5): 04018060. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001203.
Liu, Z., T. Guo, X. Yu, X. Huang, and J. Correia. 2021. “Corrosion fatigue and electrochemical behaviour of steel wires used in bridge cables.” Fatigue Fracture Eng. Mater. Struct. 44 (1): 63–73. https://doi.org/10.1111/ffe.13331.
Ma, B., Y. Lin, J. Zhang, and Y. Xu. 2013. “Decade review: Bridge type selection and challenges of Lupu bridge.” Struct. Eng. Int. 23 (3): 317–322. https://doi.org/10.2749/101686613X13627347099872.
Martin, A., and V. Sanchez-Galvez. 1988. “Environmentally assisted fatigue crack growth in high strength eutectoid cold drawn steel.” Br. Corros. J. 23 (2): 96–101. https://doi.org/10.1179/000705988798271054.
Nakamura, S., and K. Suzumura. 2013. “Experimental study on fatigue strength of corroded bridge wires.” J. Bridge Eng. 18 (3): 200–209. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000366.
Sheikh, A. K., J. K. Boah, and D. A. Hansen. 1990. “Statistical modeling of pitting corrosion and pipeline reliability.” Corrosion 46 (3): 190–197. https://doi.org/10.5006/1.3585090.
Shen, G., J. Macdonald, and H. Coules. 2022. “Bending fatigue life evaluation of bridge stay cables.” J. Eng. Mech. 148 (3): 04021168. https://doi.org/10.1061/(ASCE)EM.1943-7889.0002064.
Stewart, M. G. 2004. “Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure.” Struct. Saf. 26 (4): 453–470. https://doi.org/10.1016/j.strusafe.2004.03.002.
Stewart, M. G. 2009. “Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams.” Struct. Saf. 31 (1): 19–30. https://doi.org/10.1016/j.strusafe.2007.12.001.
Sun, B. 2018. “A continuum model for damage evolution simulation of the high strength bridge wires due to corrosion fatigue.” J. Const. Steel Res. 146 (Jul): 76–83. https://doi.org/10.1016/j.jcsr.2018.03.031.
Tabatabai, H. 2003. “Inspection and maintenance of bridge stay cable systems.” Chap. 2 in Stay cable systems and materials, 23–24. Washington, DC: Transportation Research Board.
Xu, J., J. Li, and J. Li. 2014. “Arch suspender dynamic response analysis based on support spring model.” In Proc., 7th Int. Conf. on Intelligent Computation Technology and Automation, 916–919. New York: IEEE. https://doi.org/10.1109/ICICTA.2014.220.
Ye, H., Z. Yang, Z. Duan, J. Liu, and R. Huang. 2021. “S-N fatigue curve determination for corroded high-strength bridge wires.” J. Eng. Mech. 147 (5): 04021024. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001932.
Zhang, H., and X. Xie. 2011. “Dynamic responses of cable-stayed bridges to vehicular loading including the effects of the local vibration of cables.” J. Zhejiang Univ.-Sci. A 12 (8): 593–604. https://doi.org/10.1631/jzus.A1000351.
Zhang, H., X. Xie, and J. Zhao. 2011. “Parametric vibration of carbon fiber reinforced plastic cables with damping effects in long-span cable-stayed bridges.” J. Vib. Control 17 (14): 2117–2130. https://doi.org/10.1177/1077546310395965.
Zhang, J., J. Gan, and Y. Zeng. 2021. “Application of a probability model based on Paris’ law in assessing fatigue life of marine high-strength steel structures.” Trans. FAMENA 45 (2): 89–100. https://doi.org/10.21278/TOF.452015320.
Zhang, S. 1993. “Metal cover: Six-year test of atmospheric corrosion of electrolytically coated zinc, spraying zinc and hot-dip zinc in Guangzhou area.” [In Chinese.] Environ. Technol. 1993 (6): 19–25.
Zhao, Y. T., C. F. Liu, X. J. Gao, J. H. Wu, C. Y. Lin, and C. C. Wang. 2003. “Detection of corrosion of high strength steel wires in concrete beams by electrochemical method.” [In Chinese.] J. Chin. Soc. Corros. Prot. 23 (6): 43–47.
Zheng, X., X. Xie, and X. Li. 2017. “Experimental study and residual performance evaluation of corroded high-tensile steel wires.” J. Bridge Eng. 22 (11): 04017091. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001114.
Zheng, X. L., X. Xie, X. Z. Li, and Z. Z. Tang. 2019. “Fatigue crack propagation characteristics of high-tensile steel wires for bridge cables.” Fatigue Fracture Eng. Mater. Struct. 42 (1): 256–266. https://doi.org/10.1111/ffe.12901.
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© 2023 American Society of Civil Engineers.
History
Received: Jun 13, 2022
Accepted: Dec 7, 2022
Published online: Feb 6, 2023
Published in print: Apr 1, 2023
Discussion open until: Jul 6, 2023
ASCE Technical Topics:
- Analysis (by type)
- Bridge engineering
- Bridges
- Bridges (by type)
- Cable stayed bridges
- Cables
- Continuum mechanics
- Corrosion
- Deterioration
- Dynamic loads
- Dynamics (solid mechanics)
- Electrokinetics
- Engineering fundamentals
- Engineering mechanics
- Environmental engineering
- Equipment and machinery
- Failure analysis
- Failure loads
- Materials characterization
- Materials engineering
- Measurement (by type)
- Solid mechanics
- Static loads
- Statics (mechanics)
- Structural dynamics
- Structural engineering
- Time dependence
- Waste management
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