The Local Stability Analysis of Steel Box Girde

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Abstract:

This paper describes working performance of the pressed flanges with reinforced plate .Based on the elastic stability theory and elastic-plastic stability theory ,it puts forward the analysis model of the local stability of the pressed flanges by using energy principle .The value of the critical stress is obtained .It cheeks the analysis result with the experiment result.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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1673-1676

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Li Guohao. Stability and vibration of bridge structures [M]. Beijing: China Railway Publishing Press.

Google Scholar

[2] Li Dezi. Steel stability manual [M]. European Steel Structure Association. 1980.

Google Scholar

[3] Chen Shaofan. Steel structure design principle [M]. Beijing: Science Press. 1987.

Google Scholar

[4] Zeng Qingyuan, Yang Ping. The matrix of the "condemnation" rule and spatial analysis of the truss Truss Finite Element Method [J].Railway of 1986, (2) :48-59.

Google Scholar

[5] Da Gonglian, Li Qingjian, et al. Hongshan Temple of Changsha Second Ring Liuyang River analysis of bridge without back cable shaped space of static, dynamic and stability [D]. Central South University. 2000.

Google Scholar