Development of ZJ200 Portable Steel Bridge

Guan Yao Xu; Chu Ouyang; Jie Zhu

doi:10.4028/www.scientific.net/AMM.188.123

Paper Titles

Study on the Mechanisms of Hydraulic Fracturing Crack Initiation and Propagating
p.101

Quasi-Static Test of Reinforced Concrete Shear Wall with Low Concrete Strength and Reinforcement Ratio
p.106

The Effect to Structure due to SSI
p.112

A Residential Building Crack Test and Construction Safety Assessment
p.119

Development of ZJ200 Portable Steel Bridge
p.123

Vibration Test and Stochastic Analysis of Large-Span Cantilevered Floor
p.130

Experimental and Numerical Study on Torsional Behavior of Precast Concrete Screw Pile Body
p.137

Whole-Span and Whole Length Pre-Stress Loss Monitoring Technique Study in Bonded Pre-Stressed System
p.144

Study on Thermal Stresses of Over-Long Concrete Slab
p.150

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 188Development of ZJ200 Portable Steel Bridge

Development of ZJ200 Portable Steel Bridge

Abstract:

ZJ200 Portable Steel Bridge has its roots in the Bailey design, but the application of high-grade steels and advanced computer design and finite element analysis (FEA) techniques led to more effective structures. The design of the Bridge is modular, allowing full spans up to 60 meters in 3.048 m increments. Highways Loads up to HS25-44 have been proven during extensive testing.

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Periodical:

Applied Mechanics and Materials (Volume 188)

Pages:

123-129

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.188.123

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Online since:

June 2012

Authors:

Guan Yao Xu, Chu Ouyang, Jie Zhu

Keywords:

Bailey Bridge, Development, Fatigue Life, Portable Steel Bridge, Prefabricated Bridge

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References

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