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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)
  • Received : 2007.07.18
  • Accepted : 2008.03.31
  • Published : 2008.07.30

Abstract

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.

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Cited by

  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