Researching on Buckling Performance of Corrugated Steel Web
American Journal of Civil Engineering
Volume 6, Issue 1, January 2018, Pages: 5-10
Received: Dec. 5, 2017; Published: Dec. 6, 2017
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Authors
Zhu Xudong, School of Civil Engineering, University of South China, Hengyang City, China
Li Ming, School of Civil Engineering, University of South China, Hengyang City, China
Li Yong, School of Civil Engineering, University of South China, Hengyang City, China
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Abstract
The paper mainly studies buckling performance about corrugated steel web composite box girder of corrugated steel web under the action of a shear. Compare the two results of the corrugated steel web that calculating critical buckling stress through Abaqus finite element software calculating and theory formula. Obtain buckling strength of the model by giving the model initial defects under the elastic condition merely. In this paper, research trend of the buckling strength of corrugated steel web plate through changing the thickness of corrugated steel web, Angle, length of straight and wave height and the size of the corrugated steel web in practical engineering designing provide a certain references.
Keywords
Corrugated Steel Web, Buckling Strength, Elastic Condition, Abaqus
To cite this article
Zhu Xudong, Li Ming, Li Yong, Researching on Buckling Performance of Corrugated Steel Web, American Journal of Civil Engineering. Vol. 6, No. 1, 2018, pp. 5-10. doi: 10.11648/j.ajce.20180601.12
References
[1]
Li Bingnan, Sun Baojun, Li Yanhe. Latest Advances of Externally Prestressed Concrete Bridge Techniques. World Bridge, 2003; 3: 70-73.
[2]
Li Hongjiang, Wan Shui, Ye jianshu. Structural Features of Prestressed Concrete Box-girder with Corrugated Steel Webs. Journal of Highway and Transportation Research and Development, 2002; 19(3): 53-57.
[3]
Nie Jianguo. Steel-Concrete Composite Bridge. Beijin: China Communications Press, 2011: 305.
[4]
Wang Yili. Research on Mechanical Behavior of High-Pier and Long-Span Rigid Frame Continuous Combination Bridge with Corrugated Steel Webs. Jiangsu: SouthEast University, 2014: 3.
[5]
Di Jin, Zhou Xuhong, Kong Xiangfu, Chen Delin, Zhang Qian. Experimental Research on Pre-stressed Concrete Composite Box Girders with Corrugated Steel Webs. Journal of Chang’an University (Natural Science Edition), 2009; 29(5): 64-70.
[6]
Li Minghong. The Shear Strenth of Girders with Corrugated Steel Webs. Jiangsu: SouthEast University, 2014: 34.
[7]
Dai Guangpeng. Large-Span Double-Limb Rigid Frame Bridge with BCSW Study. Jiangxi: East China Jiaotong University, 2012: 38.
[8]
Nie Jianguo, Tang Liang. Global Shear Buckling of Corrugated Steel Plates with Edges Elastically Restrained Against Rotation. Engineering Mechanics, 2008;25(3): 2.
[9]
Zhang Qi. Research on Shear Buckling Stability of Prestress Corrugated Steel Webs. Ganshu: Lanzhou Jiaotong University, 2015: 42.
[10]
Hu Huawan, Li Jun, Qiang Shizhong. Study on Shear Buckling Property of Corrugated Steel Web PC Combined Box Girder. Journal of Railway Engineering Society, 2011; 2: 82.
[11]
Yang Jian. Study on The Stability of PC Composite Box Girder with Corrugated Steel Webs. Ganshu: Lanzhou Jiaotong University, 2014: 33.
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