Abstract
This paper presents an investigation of super-long-span cable-stayed bridges with hybrid cables, including steel and carbon fiber-reinforced polymer (CFRP) cables arranged in the short- and long-cable regions, respectively. Three 1600-m-span cable-stayed bridges with steel, CFRP and hybrid cables are first designed. Their static and dynamic structural performance was subsequently investigated by finite element analysis. Simulation results demonstrate that arranging CFRP cables in the long-cable regions can fully utilize the advantage of CFRP through examining their equivalent elastic modulus, load-carrying efficiency ratio and self-weight/stress ratio. The hybrid cable-stayed bridge exhibits the higher stiffness enhancement in comparison with the CFRP cable-stayed bridge. In comparison with the CFRP cables, the use of hybrid cables is able to increase the frequency for the first-order vertical mode, thus overcoming the weakness of the CFRP cable-stayed bridge in terms of stiffness. In addition, the natural frequencies of CFRP cables are much higher than the low-order vertical vibration frequencies of cable-stayed bridge, which is beneficial to reducing the probability of cable–deck coupling vibrations.
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References
Meier, U.: Proposal for a carbon fibre reinforced composite bridge across the strait of Gibraltar at its narrowest site. Proc. Inst. Mech. Eng. 201(B2), 73–78 (1987)
Meier, U.; Meier, H.: CFRP finds use in cable support for bridge. Mod. Plast. 73(4), 87–91 (1996)
Meier, U.: Carbon fiber reinforced polymer cables: Why? Why Not? What If? Arab. J. Sci. Eng. 37(2), 399–411 (2012)
Lv, Z.T.; Mei, K.H.: First application of CFRP cables for a cable-stayed bridge in China. China Civ. Eng. J. 40(1), 50–59 (2007). (in Chinese)
Mei, K.H.; Seracino, R.; Lv, Z.T.: An experimental study on bond-type anchorages for carbon fiber-reinforced polymer cables. Const. Build. Mater. 106, 584–591 (2016)
Khalifa, M.A.; Hodhod, O.A.; Zaki, M.A.: Analysis and design methodology for an FRP cable-stayed pedestrian bridge. Compos. Part B Eng. 27(3), 307–317 (1996)
Wu, Z.S.; Wang, X.: Investigation on a thousand-meter scale cable-stayed bridge with fiber composite cables. In: Proceedings of the Fourth International Conference on FRP Composites in Civil Engineering (CICE-4), Zurich, Switzerland, pp. 22–24 (2008)
Cheng, S.; Lau, D.T.: Impact of using CFRP Cables on the Dynamic Behavior of Cable-Stayed Bridges. IABSE REPORTS, Budapest, Hungary, pp. 19–26 (2006)
Adanur, S.; Günaydın, M.; Altunısık, A.C.: Dynamic behavior of a cable stayed bridge using CFRP cables. In: Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics, Vienna, Austria, pp. 28–30 (2013)
Xie, X.; Gao, J.S.; Kou, C.H.; Huang, J.Y.: Dynamic characteristics of long-span cable-stayed bridges using carbon fiber composite cable. J. Zhejiang Univ.-Sci. A 39(5), 728–733 (2005)
Xie, X.; Li, X.; Shen, Y.: Static and dynamic characteristics of a long-span cable-stayed bridge with CFRP cables. Materials 7(6), 4854–4877 (2014)
Fang, Z.; Ren, L.; Fan, F.: Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder. Eng. Sci. 14(7), 53–59 (2012). (in Chinese)
Yang, Y.; Wang, X.; Wu, Z.: Evaluation of the static and dynamic behaviors of long-span suspension bridges with FRP cables. J. Bridge Eng. 21(12), 06016008 (2016)
Xie, G.H.; Yin, J.; Liu, R.G.: Experimental and numerical investigation on the static and dynamic behaviors of cable-stayed bridges with CFRP cables. Compos. Part B Eng. 111, 235–242 (2017)
Mei, K.H.; Sun, S.J.; Jin, G.Q.; Sun, Y.M.: Static and dynamic mechanical properties of long-span cable-stayed bridges using CFRP cables. Adv. Civ. Eng. 2017, 1–11 (2017). https://doi.org/10.1155/2017/6198296
Kao, C.; Kou, C.; Xie, X.: Static instability analysis of long-span cable-stayed bridges with carbon fiber composite cable under wind load. Tamkang J. Sci. Eng. 9(2), 89–95 (2006). (in Chinese)
Zhang, X.J.; Ying, L.D.: Aerodynamic stability of cable-supported bridges using CFRP cables. J. Zhejiang Univ.-Sci. A 8(5), 693–698 (2007)
Wang, X.; Wu, Z.: Dynamic behavior of thousand-meter scale cable-stayed bridge with hybrid FRP cables. J. Appl. Mech. JSCE 12, 935–943 (2009)
Seible, F.; Karbhari, V.M.: Fiber-reinforced polymer composites for civil infrastructure in the USA. Struct. Eng. Inter. 9(4), 274–277 (1999)
Swiatecki, S.: Building better bridges with CFRP. Reinf. Plast. 42(3), 44–45, 47 (1998)
Nik, W.; Pascal, K.: Carbon fiber products (CFP): a construction material for the next century. In: Proceedings of the 13th FIP Congress, pp. 69–72 (1998)
Scalea, F.L.D.; Karbhari, V.M.; Seible, F.: The I-5/Gilman advanced technology bridge project. In: The International Society for Optical Engineering, Proceedings of SPIE, Newport Beach, CA, 05-09 3988 (2000)
Liu, Y.; Zwingmann, B.; Schlaich, M.: Carbon fiber reinforced polymer for cable structures—a review. Polymers 7(10), 2078–2099 (2015)
Schmidt, J.W.; Bennitz, A.; Taljsten, B.; Goltermann, P.; Pedersen, H.: Mechanical anchorage of FRP tendons—a literature review. Constr. Build. Mater. 32, 110–121 (2012)
Mei, K.H.; Sun, S.J.; Li, B.; Sun, Y.M.; Jin, G.Q.: Experimental investigation on the mechanical properties of a bond-type anchor for carbon fiber reinforced polymer tendons. Compos. Struct. 201, 193–199 (2018)
Wang, X.; Wu, Z.S.: Integrated high-performance thousand-metre scale cable-stayed bridge with hybrid FRP cables. Compos. Part B Eng. 41, 166–175 (2010)
Wang, X.; Wu, Z.S.: Evaluation of FRP and hybrid FRP cables for super long-span cable-stayed bridges. Compos. Struct. 92(10), 2582–2590 (2010)
Wang, X.; Wu, Z.S.; Wu, G.: Enhancement of basalt FRP by hybridization for long-span cable-stayed bridge. Compos. Part B Eng. 44, 184–192 (2013)
Xiong, W.; Cai, C.S.; Xiao, R.; Deng, L.: Concept and analysis of stay cables with a CFRP and steel composite section. KSCE J. Civ. Eng. 16(1), 107–117 (2012)
Cai, H.; Aref, A.J.: On the design and optimization of hybrid carbon fiber reinforced polymer-steel cable system for cable-stayed bridges. Compos. Part B Eng. 68(2), 146–152 (2015)
Lv, Z.T.; Mei, K.H.; Wang, P.; Zheng, H.Y.: FRP-Concrete Bridge Structures. Phoenix Science Press, Nanjing (2015). (in Chinese)
Nagai, M.; Fujino, Y.; Yamaguchi, H.; Iwasaki, E.: Feasibility of a 1400 m span steel cable-stayed bridge. J. Bridge. Eng. 9(5), 444–452 (2004)
Mei, K.H.; Lv, Z.T.: Static characteristic analysis of CFRP cables. China J. Highw. Trans. 17(2), 43–45 (2004). (in Chinese)
Gimsing, N.J.: Cable Supported Bridges: Concept and Design. Wiley, New York (1997)
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The authors gratefully acknowledge the National Natural Science Foundation of China (No. 51778059) for their support.
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Sun, S., Mei, K., Sun, Y. et al. Structural Performance of Super-Long-Span Cable-Stayed Bridges with Steel and CFRP Hybrid Cables. Arab J Sci Eng 45, 3569–3579 (2020). https://doi.org/10.1007/s13369-019-04166-1
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DOI: https://doi.org/10.1007/s13369-019-04166-1