Structural Engineering and Mechanics

  • 제29권5호
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  • Pages.567-579
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  • 2008
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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Mechanics feasibility of using CFRP cables in super long-span cable-stayed bridges

  • Zhang, Xin-Jun (College of Civil Engineering and Architecture, Zhejiang University of Technology)
  • 투고 : 2007.07.18
  • 심사 : 2008.03.31
  • 발행 : 2008.07.30
⟨ 이전 논문 다음 논문 ⟩

초록

To gain understanding of the applicability of CFRP cables in super long-span cable-stayed bridges, by taking a 1400 m cable-stayed bridge as example, mechanics performance including the static behavior under service load, dynamic behavior, wind stability and seismic behavior of the bridge using either steel or CFRP cables are investigated numerically and compared. The results show that viewed from the aspect of mechanics performance, the use of CFRP cables in super long-span cable-stayed bridges is feasible, and the cross-sectional areas of CFRP cables should be determined by the principle of equivalent axial stiffness.

키워드

참고문헌

  1. Chen, A.R. and Song, J.Z. (2000), Wind-resistant study on the Runyang Bridge over the Yangtze River, Shanghai: Research Report of Tongji University
  2. Cheng, S.H. (1999), 'Structural and aerodynamic stability analysis of long-span cable-stayed bridges', Ph.D. Dissertation, Carleton University, Ottawa, Canada
  3. Gubinger, B. and Kollegger, J. (2002), 'Development of an anchorage system for CFRP tendons', IABSE Symposium, Melbourne
  4. Hojo, T. and Noro, T. (2002), 'Application of CFRP cables for cable-supported bridges', IABSE Symposium, Melbourne
  5. Kao, C.S., Kou, C.H. and Xie, X. (2006), '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
  6. Khalifa, M.A. (1992), 'Dynamic vibration of cable-stayed bridges using carbon fiber composite cables', Advanced Composite Materials in Bridges and Structures, Neale, K.W. et al. (eds.), CSCE
  7. Khalifa, M.A., Hodhod, O.A. and Zaki, M.A. (1996), 'Analysis and design methodology for an FRP cable-stayed pedestrian bridge', Composites: Part B, 27B, 307-317
  8. Kim, P. and Meier, U. (1991), 'CFRP cables for large structures', Advanced Composites in Civil Engineering Structures, Lyer, S.L. (ed.), ASCE Specialty Conference, Las Vegas
  9. Kou, C.H., Xie, X., Gao, J.S. and Huang, J.Y. (2005), 'Static behavior of long-span cable-stayed bridges using carbon fiber composite cable', J. Zhejiang University (Engineering Science), 39(1), 137-142
  10. Kremmidas, S.C. (2004), 'Improving bridge stay cable performance under static and dynamic loads', Ph.D. Dissertation, University of California, San Diego, America
  11. Meier, U. (1999), 'Structural tensile elements made of advanced composite materials', Struct. Eng. Int., 4, 281-285
  12. Meier, U. and Meier, M. (1996), 'CFRP finds in cable support for bridges', Modern Plastics, 87-88
  13. Nagai, M., Xie, X., Yamaguchi, H. and Fujino, Y. (1998), 'Static and dynamic instability analyses of 1400-meter long-span cable-stayed bridges', IABSE Reports, 79, 281-286
  14. Noistering, J.F. (2000), 'Carbon fiber composites as stay cables for bridges', Appl. Comp. Mater., 7, 139-150 https://doi.org/10.1023/A:1008946132034
  15. Ohashi, M. (1991), 'Cables for cable-stayed bridges', Cable-stayed Bridges: Recent Development and Their Future, Ito, M. et al. (eds.), Elsevier Science Publishers, B.V
  16. Xiang, H.F. and Ge, Y.J. (2002), 'Refinements on aerodynamic stability analysis of super long-span bridges', J. Wind Eng. Ind. Aerod., 90, 1493-1515 https://doi.org/10.1016/S0167-6105(02)00266-0
  17. Xie, X., Gao, J.S., Kou, C.H. and Huang, J.Y. (2005), 'Structural dynamic behavior of long-span cable-stayed bridges using carbon fiber composite cable', J. Zhejiang University (Engineering Science), 39(5), 728-733
  18. Zhang, X.J. and Ying, L.D. (2007), 'Aerodynamic stability of cable-supported bridges using CFRP cables', J. Zhejiang Univ. Sci. A, 8(5), 693-698 https://doi.org/10.1631/jzus.2007.A0693
  19. Zhang, X.J. and Ying, L.D. (2007), 'Wind-resistant performance of cable-supported bridges using carbon fiber reinforced polymer cables', Wind Struct., 10(2), 121-133 https://doi.org/10.12989/was.2007.10.2.121
  20. Zhang, X.J., Xiang, H.F. and Sun, B.N. (2002), 'Nonlinear aerostatic and aerodynamic analysis of long-span suspension bridges considering wind-structure interactions', J. Wind Eng. Ind. Aerod., 90(9), 1065-1080 https://doi.org/10.1016/S0167-6105(02)00251-9

피인용 문헌

  1. Parametric vibration of carbon fiber reinforced plastic cables with damping effects in long-span cable-stayed bridges vol.17, pp.14, 2011, https://doi.org/10.1177/1077546310395965
  2. A study on transverse vibration characteristics of a sandwich plate with asymmetrical faces vol.40, pp.4, 2008, https://doi.org/10.12989/sem.2011.40.4.501
  3. Equivalent Axial Stiffness of Horizontal Stays vol.10, pp.18, 2008, https://doi.org/10.3390/app10186263
  4. Nonlinear parametric vibration with different orders of small parameters for stayed cables vol.224, pp.None, 2008, https://doi.org/10.1016/j.engstruct.2020.111198
  5. Tie Rod-Equivalent Non-Linear Constitutive Law for Uniformly Loaded Cables vol.14, pp.19, 2008, https://doi.org/10.3390/ma14195502