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Ultra-long Span Bridge System using CFRP Cables

 Ultra-long Span Bridge System using CFRP Cables
Author(s):
Presented at IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015, published in , pp. 360-361
DOI: 10.2749/222137815815775385
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Applying carbon fiber-reinforced plastic (CFRP) materials for long span bridge, especially for earth anchored stay-cabled bridge (PEA bridge) has been proposed in this paper. The influence of tower...
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Bibliographic Details

Author(s):
Medium: conference paper
Language(s): English
Conference: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015
Published in:
Page(s): 360-361 Total no. of pages: 8
Page(s): 360-361
Total no. of pages: 8
Year: 2015
DOI: 10.2749/222137815815775385
Abstract:

Applying carbon fiber-reinforced plastic (CFRP) materials for long span bridge, especially for earth anchored stay-cabled bridge (PEA bridge) has been proposed in this paper. The influence of tower heights on the static responses of the PEA bridge had been investigated. It was shown that PEA bridge with lower tower which has less stiffness resulted in larger horizontal forces on the anchorage. The PEA bridge can avoid challenges of the application of CFRP to the main cable of the suspension bridge, such as, bending, shear and lateral compression at suspender connections and tower saddles. Compared with the other suspension bridge, the PEA bridge shows slightly higher vertical stiffness. The limit span of the PEA bridge was inferred the same as the suspension bridge.

Keywords:
suspension bridge carbon fiber-reinforced plastic (CFRP) partially earth anchored cable-stayed bridge (PEA bridge) limit span