Simplified Analysis of Longitudinal Stiffened Plates in a Continuous Steel Box Girder Bridge

Hui Zhang; Zhuo Ya Yuan; Shi Zhong Liu; Zi Jiang Yang; Xiong Wei Shi

doi:10.4028/www.scientific.net/AMM.178-181.2526

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Finite Element Stress Analysis on Crotch Joint of A-Type Super-High Pier
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Simplified Analysis of Longitudinal Stiffened...

Simplified Analysis of Longitudinal Stiffened Plates in a Continuous Steel Box Girder Bridge

Abstract:

This paper investigates the thin-walled box girder bridges with large width-to-span ratios through both experimental and numerical studies. For the complexity of the bridge, different discrete models are presented in the analyzing of the longitudinal stiffened plate. In addition, a large-scale Plexiglas model is tested under different loading cases. The simplified simulation of the computation results compared well with the experimental results. It is illustrated that it is an effective method to predict properties of this kind of bridges.

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Periodical:

Applied Mechanics and Materials (Volumes 178-181)

Pages:

2526-2529

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.178-181.2526

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Online since:

May 2012

Authors:

Hui Zhang, Zhuo Ya Yuan, Shi Zhong Liu, Zi Jiang Yang, Xiong Wei Shi

Keywords:

Box Girder, Finite Element Analysis (FEA), Model Testing, Stiffened Plate

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References

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