Finite Element Analysis on Mechanical Behavior of Orthotropic Steel Bridge Deck in Balinghe Bridge

Jian Hua Cheng; Jian Min Xiong; Jin Zhi Zhou

doi:10.4028/www.scientific.net/AMR.639-640.239

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Finite Element Analysis on Mechanical Behavior of...

Finite Element Analysis on Mechanical Behavior of Orthotropic Steel Bridge Deck in Balinghe Bridge

Abstract:

Orthotropic plate participates in bridge structure as a part of steel box girder, while in Balinghe Bridge it is used as bridge deck directly to endure the wheel load [1]. In this paper it’s studied systematically the mechanical behavior of orthotropic steel bridge deck in combination with the deck model of Balinghe Bridge, and shows the positions emerging fatigue cracks to provide the basis for future health monitoring and put forward some suggestions.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

239-242

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.239

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Online since:

January 2013

Authors:

Jian Hua Cheng, Jian Min Xiong, Jin Zhi Zhou

Keywords:

Fatigue Cracking, Finite Element Model (FEM), Health Monitoring, Orthotropic Bridge Deck

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References

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