Nonlinear Analysis on the Anchor Board of the Cable-Girder Anchorage Zone of a Cable-Stayed Bridge

Yan Jiang Chen; Rong Hai Xie; Wei Ming Yan; Yong Li; Wei Bing Xu

doi:10.4028/www.scientific.net/AMM.204-208.2080

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Nonlinear Analysis on the Anchor Board of the...

Nonlinear Analysis on the Anchor Board of the Cable-Girder Anchorage Zone of a Cable-Stayed Bridge

Abstract:

The cable-girder anchorage zone of cable-stayed bridge is vital to the safety of the entire structure. Aiming at uniformly conveying the vehicle and populaiton load as well as the load of the main girder to the cables, this zone shows unique characters with concentrated and massive loads, complex structures, comprehensive load paths and non-uniformly stress distributions. This paper established the 3D finite element modal for the Ronggui Cable-Stayed Bridge. A nonlinear analysis on its anchorage zone has been conducted to provide reasonable references for future design and optimization.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

2080-2084

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.2080

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Online since:

October 2012

Authors:

Yan Jiang Chen, Rong Hai Xie, Wei Ming Yan, Yong Li, Wei Bing Xu

Keywords:

ABAQUS, Anchorage Zone, Cable-Stayed Bridge, Finite Element Method (FEM), Stress Distribution

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References

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