Elastic Analysis on Post-Local Buckling of Steel Plates in Thin-Walled Rectangular Concrete-Filled Steel Tube Columns

Shao Chun Guo; Hai Feng Liu

doi:10.4028/www.scientific.net/AMM.204-208.912

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Elastic Analysis on Post-Local Buckling of Steel...

Elastic Analysis on Post-Local Buckling of Steel Plates in Thin-Walled Rectangular Concrete-Filled Steel Tube Columns

Abstract:

With the wide application of high-strength concrete and thin-wall steel tube in concrete-filled steel tube, it is essential to study the post-local buckling behavior of rectangle steel plates. Based on large deflection theory of plate, the post-local buckling behavior of steel plates in concrete-filled steel tube is analyzed in this paper. At the same time, the post-local stress of steel plates is obtained. The results indicate that the post-local buckling behavior of steel plates can be effectively utilized in large width-to-thickness ratios of steel plates.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

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912-916

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.912

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Online since:

October 2012

Authors:

Shao Chun Guo, Hai Feng Liu

Keywords:

Concrete-Filled Steel Tube (CFST), Elastic Analysis, Post-Local Buckling, Steel Plates

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