Investigation of Multiple Damage Mechanisms in Pin Rods of Short Suspenders on a Long-Span Suspension Bridge
Publication: Journal of Bridge Engineering
Volume 27, Issue 5
Abstract
Pin joints are widely used connections for hanger assembly in suspension bridges. Significant rotary motions have been observed between pin rods and the connected members for long-span bridges subjected to traffic and environmental vibrations. Besides, the pin rods are under complex loading conditions and harsh environments, so they are prone to multitype damages. According to the investigations on the pin rods of suspenders at the midspan of the Jiangyin Yangtze Bridge, three main damaging mechanisms were found in the most damaged section covered by the lubricating bushing. It is observed that the half of the pin rod tightly contacted with the gusset plate was severely worn due to the galling seizure, while pitting corrosion was the predominant damage in the other half of the pin rod. Between the two zones, a small transition area was found damaged in the form of oxidational wear, indicating that it is affected by both friction and corrosion. It was found that the shear stress and bending stress are not threatening to the safety of the pin rods due to the appropriate material selection and sufficient load-bearing capability. However, stress concentration increased significantly due to the sharp step planes at the joint of the fork socket and the gusset plate, which is potentially risky to promote fracture of the pin rod.
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Acknowledgments
The financial support from the Natural Science Foundation of China (Grant No. 51978156), the China Postdoctoral Science Foundation (Grant No. 2020M681460), and the Natural Science Foundation of Jiangsu Province (Grant No. BK20210255) are gratefully acknowledged.
References
Akpanyung, K., and R. Loto. 2019. Pitting corrosion evaluation: A review. J. Phys. Conf. Ser. 1378 (2): 022088.
Apaydın, N. M., and Y. Kaya. 2008. “Free vibration difference between traffic and no traffic condition on suspension bridge.” In 14th World Conf. of Earthquake Engineering. Beijing: China Earthquake Administration and Ministry of Housing and Urban-Rural Development.
Biotteau, E., and P. Jean-Philippe. 2012. Modeling frictional contact conditions with the penalty method in the extended finite element framework. Vienna, Austria: ECCOMAS 2012.
Black, J. T., and R. A. Kohser. 2020. Degarmo’s materials and processes in manufacturing. Chichester, UK: Wiley.
Bowden, F., and D. Tabor. 1949. “The seizure of metals.” Proc. Inst. Mech. Eng. 160 (1): 380–383. https://doi.org/10.1243/PIME_PROC_1949_160_036_02.
Chandra, D., J. Purbolaksono, and Y. Nukman. 2018. “Surface crack growth in a solid cylinder under combined cyclic bending-torsion loading.” ARPN J. Eng. Appl. Sci. 13 (3): 1033–1041.
Deng, Y., A. Li, and D. Feng. 2019. “Fatigue performance investigation for hangers of suspension bridges based on site-specific vehicle loads.” Struct. Health Monit. 18 (3): 934–948. https://doi.org/10.1177/1475921718786710.
Dong, H. 2010. “3—Tribological properties of titanium-based alloys.” In Surface engineering of light alloys, edited by H. Dong, 58–80. Sawston, UK: Woodhead Publishing.
Eisenmann, D. J., D. Enyart, C. Lo, and L. Brasche. 2014. “Review of progress in magnetic particle inspection.” Am. Inst. Phys. 1581 (1): 1505–1510. https://doi.org/10.1063/1.4865001.
Frankel, G. 1998. “Pitting corrosion of metals: A review of the critical factors.” J. Electrochem. Soc. 145 (6): 2186–2198. https://doi.org/10.1149/1.1838615.
Ghali, E., V. S. Sastri, and M. Elboujdaini. 2007. Corrosion prevention and protection: Practical solutions. Chichester, UK: Wiley.
Guo, T., Z. Liu, J. Correia, and A. M. P. de Jesus. 2019. “Experimental study on fretting-fatigue of bridge cable wires.” Int. J. Fatigue 131: 105321. https://doi.org/10.1016/j.ijfatigue.2019.105321.
He, Y., J. Zhang, Y. Wang, Y. Wang, and T. Wang. 2019. “The expansion behavior caused by deformation-induced martensite to austenite transformation in heavily cold-rolled metastable austenitic stainless steel.” Mater. Sci. Eng., A 739: 343–347. https://doi.org/10.1016/j.msea.2018.10.075.
Jang, D. Y., T. R. Watkins, K. J. Kozaczek, C. R. Hubbard and O. B. Cavin. 1996. “Surface residual stresses in machined austenitic stainless steel.” Wear 194 (1–2): 168–173. https://doi.org/10.1016/0043-1648(95)06838-4.
Karakaş, A., A. C. Kocabıçak, S. Yalçınkaya, and Y. Şahin. 2021. Flow forming process for annealed AISI 5140 alloy steel tubes. Singapore: Springer Singapore.
Kawai, Y., D. Siringoringo, and Y. Fujino. 2014. “Failure analysis of the hanger clamps of the Kutai-Kartanegara Bridge from the fracture mechanics viewpoint.” J. JSCE 2 (1): 1–6. https://doi.org/10.2208/journalofjsce.2.1_1.
Kloosterman, G. 2002. “Contact methods in finite element simulations.” Ponsen & Looijen. https://research.utwente.nl/en/publications/contact-methods-in-finite-element-simulations.
Kui, S., P. Jiayi, X. Yichao, W. Lianfa, L. Chao, and D. Xiaolong. 2020. The annual health monitoring data report of Jiangyin Yangtze River Bridge. Nanjing, China: Jiangsu Long Bridge Health Monitoring Data Center.
Li, N., B. P. Du, G. W. Stachowiak, and A. W. Batchelor. 1995. “The effect of low-stress high-cycle fatigue on themicrostructure and fatigue threshold of a 40Cr steel.” Int. J. Fatigue 17 (1): 43–48. https://doi.org/10.1016/0142-1123(95)93049-8.
Li, Y., Y. Jia, and X. Xie. 2018. “Fracture analysis of 40Cr steel pin roll.” IOP Conf. Ser.: Earth Environ. Sci. 108: 022039. https://doi.org/10.1088/1755-1315/108/2/022039.
Lin, W., and T. Yoda. 2017. Bridge engineering: Classifications, design loading, and analysis methods. Elsevier. https://www.perlego.com/book/1834878/bridge-engineering-pdf.
Liu, H., Y. Dai, and Y. F. Cheng. 2020a. “Corrosion of underground pipelines in clay soil with varied soil layer thicknesses and aerations.” Arabian J. Chem. 13 (2): 3601–3614. https://doi.org/10.1016/j.arabjc.2019.11.006.
Liu, Z., T. Guo, D. Han, and A. Li. 2020b. “Experimental study on corrosion-fretting fatigue behavior of bridge cable wires.” J. Bridge Eng. 25 (12): 04020104. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001642.
Liu, Z., T. Guo, M. Hebdon, and W. Han. 2019. “Measurement and comparative study on movements of suspenders in long-span suspension bridges.” J. Bridge Eng. 24 (5): 04019026. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001386.
Liu, Z., T. Guo, L. Huang, and Z. Pan. 2017. “Fatigue life evaluation on short suspenders of long-span suspension bridge with central clamps.” J. Bridge Eng. 22 (10): 04017074. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001097.
Nugroho, G., H. Priyosulistyo, and B. Suhendro. 2014. “Evaluation of tension force using vibration technique related to string and beam theory to ratio of moment of inertia to span.” Procedia Eng. 95: 225–231. https://doi.org/10.1016/j.proeng.2014.12.182.
Pedersen, N. L. 2019. “Stress concentration and optimal design of pinned connections.” J. Strain Anal. Eng. Des. 54 (2): 95–104. https://doi.org/10.1177/0309324719842766.
Rabinowicz, E. 1973. “Friction seizure and galling seizure.” Wear 25 (3): 357–363. https://doi.org/10.1016/0043-1648(73)90006-9.
Ren, W.-X., H.-L. Liu, and G. Chen. 2008. “Determination of cable tensions based on frequency differences.” Eng. Comput. 25 (2): 172–189. https://doi.org/10.1108/02644400810855977.
Schwenk, W. 1964. “Theory of stainless steel pitting.” Corrosion 20 (4): 129t–137t. https://doi.org/10.5006/0010-9312-20.4.129t.
Shen, J., M. Long, D. Chen, J. Zhang, and Z. Dong. 2016. “Analysis on the dynamic extension for transverse surface cracks in the as-cast steel slab at high temperatures.” Eng. Fail. Anal. 66: 341–353. https://doi.org/10.1016/j.engfailanal.2016.05.002.
Siefert, J. A., and S. S. Babu. 2014. “Experimental observations of wear in specimens tested to ASTM G98.” Wear 320: 111–119. https://doi.org/10.1016/j.wear.2014.08.017.
Stachowiak, G. W., and A. W. Batchelor. 1993. “13 corrosive and oxidative wear. Tribol. Ser. 24: 637–656.
State Administration for Market Regulation & Standardization Administration of China. 2020. Suspender of suspension bridge (GB/T39133-2020). https://std.samr.gov.cn/.
Stolarski, T. 1990. Tribology in machine design. New York: Industrial Press.
Stromquist-LeVoir, G., K. F. McMullen, A. E. Zaghi, and R. Christenson. 2018. “Determining time variation of cable tension forces in suspended bridges using time-frequency analysis.” Adv. Civ. Eng. 2018: 1053232. https://doi.org/10.1155/2018/1053232.
Sun, Z., S. Ning, and Y. Shen. 2017. “Failure investigation and replacement implementation of short suspenders in a suspension bridge.” J. Bridge Eng. 22 (8): 05017007. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001089.
Vargel, C. 2004. Corrosion of aluminium. Elsevier.
Vasyliev, G., A. Brovchenko, and Y. Herasymenko. 2013. “Comparative assessment of corrosion behaviour of mild steels 3, 20 and 08KP in tap water.” Chem. Chem. Technol. 7 (4): 477–482. https://doi.org/10.23939/chcht07.04.477.
Wang, F., S. Ning, and Z. Sun. 2020. “Experimental investigation on wear resistance of bushing in bridge suspenders.” J. Perform. Constr. Facil 34 (3): 06020001. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001429.
Young, J. 2003. “Jiangyin Yangtze River Bridge, China.” Proc. Inst. Civ. Eng. Bridge Eng. 156 (1): 45–53. https://doi.org/10.1680/bren.2003.156.1.45.
Zhao, L., J. Feng, and S. Zheng. 2018. “Effect of cyclic stresses below the endurance limit on the fatigue life of 40Cr steel.” Strength Mater. 50 (1): 2–10. https://doi.org/10.1007/s11223-018-9936-2.
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History
Received: Aug 19, 2021
Accepted: Jan 13, 2022
Published online: Mar 11, 2022
Published in print: May 1, 2022
Discussion open until: Aug 11, 2022
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