Real Truck Loading of a Full-Scale Orthotropic Steel Deck Model

Chun Sheng Wang; Tao Zhang; Bing Ning Fu; Liang Tang; Li Ji Huang

doi:10.4028/www.scientific.net/AMR.250-253.2542

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Real Truck Loading of a Full-Scale Orthotropic...

Real Truck Loading of a Full-Scale Orthotropic Steel Deck Model

Abstract:

A full scale model of orthotropic deck panel was designed and fabricated referring to the common steel box girder bridges used in China. Experiment was conducted to test the behavior and fatigue performance of the orthotropic steel bridge deck under the actual truck wheel load. The loading test was conducted on the platform specially prepared. Measurement of the over-all structure and the fatigue sensitive details was made to evaluate the performance of the panel. For each gauge position, the results are presented as the form of influence lines.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2542-2545

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.2542

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Online since:

May 2011

Authors:

Chun Sheng Wang, Tao Zhang, Bing Ning Fu, Liang Tang, Li Ji Huang

Keywords:

Influence Line, Orthotropic, Out-of-Plane Bending, Steel Bridge Deck, Trapezoidal Ribs

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References

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