Mechanical Analysis for the Deck Pavement of Long-Span Steel Bridge

Chun Ying Wu; Zhi Xiang Zhang

doi:10.4028/www.scientific.net/AMR.378-379.302

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 378-379Mechanical Analysis for the Deck Pavement of...

Mechanical Analysis for the Deck Pavement of Long-Span Steel Bridge

Abstract:

The mechanical analysis is applied for the steel box girder bridge with orthotropic plate and pavement by means of Finite Element Method. The interaction between steel bridge and pavement on the long-span steel bridge is evaluated in three calculation stages. The emphasis of the analysis includes the mechanical characteristics and the influential factors of large components(cross diaphragm)and local components (U-shaped ribs). Considering the mechanical changes by the load of heavy-duty vehicles and heavy load with braking, the interfacial shear failure is studied for the main form of damage. In view of this major form of damage, this paper puts forward the corresponding mechanical analysis of the indicators.

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Periodical:

Advanced Materials Research (Volumes 378-379)

Pages:

302-305

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.378-379.302

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Online since:

October 2011

Authors:

Chun Ying Wu, Zhi Xiang Zhang

Keywords:

Bridge Deck Pavement, Finite Element Method (FEM), Orthotropic Steel Bridge Deck

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References

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