Development of ZJ200 Portable Steel Bridge-Reference-Cited by-同舟云学术

Development of ZJ200 Portable Steel Bridge

Published:2012-06 Issue: Volume:188 Page:123-129
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Xu Guan Yao¹,Ouyang Chu¹,Zhu Jie²

Affiliation:

1. Beijing System Engineer Institute of Engineer Equipment

2. Zhe Jiang Li Xiang Tong Ji Engineering Machinery Co., Ltd.

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.188.123.pdf

Reference6 articles.

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4. Barsom, J. M, Fatigue considerations for steel bridge, J. Fatigue Crack Growth Measurement and Data Analysis, ASTM STP738, (1981) 300-318.

5. D. Webber, Constant amplitude and cumulative damage fatigue tests on Bailey Bridges, in: Effects of Environment and Complex Load History on Fatigue Life, ASTM STP462, Philadelphia, 1970, pp.15-39.