Existing Railway Steel Truss Bridge Static Experimental Analysis Based on Full-Bridge-Model

Zhi Jie Sun; Yong Qian Liu

doi:10.4028/www.scientific.net/AMM.405-408.1500

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Existing Railway Steel Truss Bridge Static...

Existing Railway Steel Truss Bridge Static Experimental Analysis Based on Full-Bridge-Model

Abstract:

Combine the specific bridge, an analytical on the bridges static performance studied through the finite element model analysis and field test method. Summary and analyze the displacement and stress variation law of the main truss, longitudinal beams and beams which the bolt and weld superstructure steel truss bridges are effected by static loads, and compared field test results with theory value. Application practice proves that the evaluation standard and inspection of steel truss bridge is appropriate.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

1500-1503

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.1500

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Online since:

September 2013

Authors:

Zhi Jie Sun*, Yong Qian Liu

Keywords:

Displacement, Experimental, Static, Steel Truss Bridge, Stress

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* - Corresponding Author

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