|Table of Contents|

Static characteristics of suspension bridge with CFRP cables(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2013年03期
Page:
42-47
Research Field:
桥梁与隧道工程
Publishing date:

Info

Title:
Static characteristics of suspension bridge with CFRP cables
Author(s):
MEI Kui-hua</sup>1 FEI Zeng-qian2 SUN Sheng-jiang1 BI Yin-bo1
1. Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang'an University, Xi'an 710064, Shaanxi, China; 2. Huzhou City Traffic Engineering Quality Surveillance, Huzhou 313000, Zhejiang, China
Keywords:
bridge engineering suspension bridge static characteristic finite element method CFRP cable temperature effect
PACS:
U448.25
DOI:
-
Abstract:
In order to study the static behaviors of super-span suspension bridges with CFRP cables and compare them with those with traditional steel cables, suspension bridges with main span of the 2 000 m and 3 000 m with CFRP cables and steel cables and 5 000 m suspension bridge with CFRP cables were designed respectively. The internal force and deformation under the action of dead load, vehicle load and temperature were analyzed with the finite-element method. The results show that the structural internal force increases quickly with the increase of the span and the larger span, the higher the increase rate. The main cable tension and average suspender force of CFRP cable suspension bridges are less than those of the steel cable suspension bridges with the same span, but the stiffening girder moment of the former is slightly larger than that of the later when they are under the action of dead load. The vertical displacement of the CFRP cable suspension bridges is slightly larger than that of the steel cable suspension bridges when they are under the action of vehicle load. The internal force and the vertical displacement of the CFRP cable suspension bridge are much smaller than those of the steel cable suspension bridges when they are under the action of temperature. 2 tabs, 11 figs, 13 refs.

References:

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Last Update: 2013-05-30