Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables
Publication: Journal of Bridge Engineering
Volume 27, Issue 10
Abstract
Fire is an accidental, severe hazard for bridges during their lifetime. Hangers in suspension bridges are among the most vulnerable components with respect to the hanger fatigue effect, and fatigue performance after fire exposure is vital to bridge safety. Therefore, a comprehensive assessment of the postfire hanger fatigue property is necessary. In this study, fatigue tests were conducted on steel wires after various elevated temperatures, and a multiparameter Weibull model was adopted to describe the fatigue data. Based on the fatigue life distribution of steel wires and the corresponding parallel systems, the hanger fatigue life was evaluated using the Monte Carlo simulation and order statistics approach, and the S–N curves were obtained. The results demonstrated that the fatigue life of the hanger was significantly lower than the mean life of the individual wires, and degraded as the exposure temperature increased. In addition, two small cables consisting of 19 parallel steel wires were tested for verification, and the results were consistent with those of the analytical model. The results of this study can be applied to quantify the extent of damage caused by fire and to assess the remaining hanger service life.
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Acknowledgments
Support from the Natural Science Foundation of Jiangsu Province under Grant No. BK20210255 is gratefully acknowledged. Support from the Innovation Program for Bridge Engineering Research Center of Southeast University is gratefully acknowledged.
References
Birkenmaier, M., and R. Narayanan. 1982. “Fatigue resistance of large high tensile steel stay tendons.” Int. Assoc. Bridge Struct. Eng. Rep. 37: 663–672.
Canteli, A. F. 1992. “Length effect on fatigue of wires and strands.” In Proc., Int., Association for Bridge and Structural Engineering Workshop, 125–138. Zurich, Switzerland: International Association for Bridge and Structural Engineering.
Castillo, E., V. Esslinger, and A. F. Canteli. 1985. “Statistical model for fatigue analysis of wires, strands and cables.” In Proc., Int. Association for Bridge and Structural Engineering, 82–85. Zurich, Switzerland: International Association for Bridge and Structural Engineering.
Coleman, B. D. 1958. “Statistics and time dependence of mechanical breakdown in fibers.” J. Appl. Phys. 29 (6): 968–983. https://doi.org/10.1063/1.1723343.
Dempster, A. P., N. M. Laird, and D. B. Rubin. 1977. “Maximum likelihood from incomplete data via the EM algorithm.” J. R. Stat. Soc. 39: 1–22.
Faber, M. H., S. Engelund, and R. Rackwitz. 2003. “Aspects of parallel wire cable reliability.” Struct. Saf. 25 (2): 201–225. https://doi.org/10.1016/S0167-4730(02)00057-7.
Freudenthal, A. M., and E. J. Gumbel. 1953. “On the statistical interpretation of fatigue tests.” Proc. R. Soc. London, Ser. A 216 (1126): 309–332.
Garlock, M., I. Paya-Zaforteza, V. Kodur, and L. Gu. 2012. “Fire hazard in bridges: Review, assessment and repair strategies.” Eng. Struct. 35: 89–98. https://doi.org/10.1016/j.engstruct.2011.11.002.
Gong, X., and A. K. Agrawal. 2016. “Safety of cable-supported bridges during fire hazards.” J. Bridge Eng. 21 (4): 04015082. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000870.
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 Fract. Eng. Mater. Struct. 32 (9): 769–779. https://doi.org/10.1111/j.1460-2695.2009.01384.x.
Kodur, V., L. Gu, and M. E. M. Garlock. 2010. “Review and assessment of fire hazard in bridges.” Transp. Res. Rec. 2172: 23–29. https://doi.org/10.3141/2172-03.
Lan, C. 2009. “Fatigue properties assessment theory of parallel wire cable.” J. Shenyang Jianzhu Univ. 25 (1): 56–60.
Lan, C., D. Ren, Y. Xu, N. Li, and Z. Liu. 2017a. “Fatigue property assessment of parallel wire stay cable II: Fatigue life model for stay cable.” Chin. Civ. Eng. J. 50 (7): 69–77.
Lan, C., Y. Xu, D. Ren, N. Li, and Z. Liu. 2017b. “Fatigue property assessment of parallel wire stay cable I: Fatigue life model for wire.” Chin. Civ. Eng. J. 50 (6): 62–70.
Li, H., C. M. Lan, Y. Ju, and D. S. Li. 2012. “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.
Liu, Z., T. Guo, M. H. Hebdon, and Z. Zhang. 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.
Lu, J., H. Liu, and Z. Chen. 2017. “Post-fire mechanical properties of low-relaxation hot-dip galvanized prestressed steel wires.” J. Constr. Steel Res. 136: 110–127. https://doi.org/10.1016/j.jcsr.2017.05.012.
Matsukawa, A., M. Kamei, T. Mizoguchi, and Y. Sasaki. 1988. “Fatigue resistance analysis of parallel wire strand cables based on statistical theory of extremes.” Int. J. Fatigue 57 (7): 205–210.
Min Park, C., J. Gyun Paik, S. Hoon Shin, and H. K. Kim. 2013. “New approach on the safety factor of cable in long-span bridges.” In Vol. 101 of Proc., Int. Association for Bridge and Structural Engineering Symp., Long Span Bridges and Roofs - Development, Design and Implementation, 1–7. Zurich, Switzerland: International Association for Bridge and Structural Engineering.
MTC (Ministry of Transport of China). 2001. Hanger of highway suspension bridge. JT/T 449-2001. Beijing: MTC.
Petrini, F., and F. Bontempi. 2011. “Estimation of fatigue life for long span suspension bridge hangers under wind action and train transit.” Struct. Infrastruct. Eng. 7 (7–8): 491–507. https://doi.org/10.1080/15732479.2010.493336.
Phoenix, S. L. 1978a. “Stochastic strength and fatigue of fiber bundles.” Int. J. Fract. 14 (3): 327–344. https://doi.org/10.1007/BF00034692.
Phoenix, S. L. 1978b. “The asymptotic time to failure of a mechanical system of parallel members.” SIAM J. Appl. Math. 34 (2): 227–246. https://doi.org/10.1137/0134021.
PTI (Post-Tension Institute) Cable-Stayed Bridge Committee. 2007. Recommendations for stay cable design, testing and installation. 5th ed. PTI DC45.1-12. Farmington Hills, MI: PTI.
Quiel, S., T. Yokoyama, K. Mueller, L. Bregman, and S. Marjanishvili. 2015. “Mitigating the effects of a tanker truck fire on a cable-stayed bridge.” In Proc., 2nd Int. Conf., on Performance-Based and Life-Cycle Structural Engineering, edited by D. Fernando, J.-G. Teng and J. L. Torero, 1002–1012. St Lucia, Queensland, Australia: Univ. of Queensland.
Rackwitz, R., and M. H. Faber. 1991. “Reliability of parallel wire cable under fatigue.” In Proc., Int. Conf., on Applications of Statistics & Probability in Civil Engineering, 166–175. San Francisco, CA: International Civil Engineering Risk and Reliability Association.
SAC (Standardization Administration of China). 2017. Hot rolled steel wire rod for prestressed steel wire and strand. GB/T 24238-2017. Beijing: SAC.
SAC (Standardization Administration of China). 2018. Hot-extruded PE protection paralleled high strength wire cable for cable-stayed bridge. GB/T 18365-2018. Beijing: SAC.
SAC (Standardization Administration of China). 2019. Hot-dip zinc or zinc-aluminum coated steel wire for bridge cables. GB/T 17101-2019. Beijing: SAC.
Stallings, J. M., and K. H. Frank. 1991a. “Cyclic fatigue life of cables.” Eng. Fract. Mech. 38: 341–347. https://doi.org/10.1016/0013-7944(91)90013-Q.
Stallings, J. M., and K. H. Frank. 1991b. “Stay-cable fatigue behavior.” J. Struct. Eng. 117 (3): 936–950. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:3(936).
Stigler, S. M. 1974. “Linear functions of order statistics with smooth weight functions.” Ann. Stat. 2 (4): 676–693. https://doi.org/10.1214/aos/1176342756.
Tao, Z. 2015. “Mechanical properties of prestressing steel after fire exposure.” Mater. Struct. 48 (9): 3037–3047. https://doi.org/10.1617/s11527-014-0377-5.
Tian, Z., J. Yang, and X. Zhong. 2011. “A method for reliability analysis of incomplete fatigue life based on an expectation maximization algorithm.” J. Beijing Univ. Chem. Technol. 38 (3): 104–107.
Weibull, W. 1951. “A statistical distribution function of wide applicability.” J. Appl. Mech. 18: 293–297. https://doi.org/10.1115/1.4010337.
Zhang, Z., T. Guo, S. Wang, J. Liu, and L. Wang. 2021. “Experimental study on post-fire properties of steel wires of bridge suspender.” Structures 33: 1252–1262. https://doi.org/10.1016/j.istruc.2021.04.099.
Zheng, W., Q. Hu, and H. Zhang. 2006. “Experimental research on the mechanical property of prestressing steel wire during and after heating.” J. Build. Struct. 27 (2): 120–128.
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Received: Feb 15, 2022
Accepted: Jun 6, 2022
Published online: Aug 4, 2022
Published in print: Oct 1, 2022
Discussion open until: Jan 4, 2023
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