Bridge Deck Transverse Stress Analysis of Arch Tower Cable-Stayed Bridge with Steel Box Girder

Abstract:

In the engineering background of zhijang bridge, shell finite element model of steel box girder segment was established by the ABAQUS finite element program. The transverse stress of the bridge deck was analyzed by two cases of body cable and external cable, and the transverse stress of the bridge deck caused with deadweight and vehicle load was been compared. Conclusions obtained mainly include: the transverse stress of the bridge deck induced by the four cases were not large, if lateral inclination of stay cable was not particularly large, the transverse stress of the bridge deck caused by space cable can not be given special consideration.

• Periodical: Applied Mechanics and Materials (Volumes 361-363)
• Pages: 1240-1244
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.361-363.1240
• Online since: August 2013
• Authors: Yi Shan Cao
• Keywords: Arch Tower Cable-Styed Bridge, Bridge Deck, Finite Element Method (FEM), Spatial Cable, Transverse Stress Analysis

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DOI: 10.4028/www.scientific.net/amm.361-363.1240

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