Primary Analysis of Concrete-Filled Steel Tubular Slender Columns with Elliptical Section under Axial Compression

Zhi Guo Jiang; Xiong Zhao; Qing Xin Ren; Jin Guo Wu; Chuang Tan

doi:10.4028/www.scientific.net/AMR.671-674.736

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Primary Analysis of Concrete-Filled Steel Tubular...

Primary Analysis of Concrete-Filled Steel Tubular Slender Columns with Elliptical Section under Axial Compression

Abstract:

This paper reports a finite element analysis of the axial compressive behaviour of concrete-filled steel tubular slender columns with elliptical section. A set of test data were used to verify the FE modeling. Typical curves of axial load (N) versus deflection at mid-height (um), as well as stress distributions of steel tube and concrete of the composite columns were compared and discussed. The results clearly show that the FE model is available for predicting the load-bearing capacities and the failure modes of the specimens.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

736-739

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.736

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Online since:

March 2013

Authors:

Zhi Guo Jiang, Xiong Zhao, Qing Xin Ren, Jin Guo Wu, Chuang Tan

Keywords:

Concrete-Filled Steel Tube (CFST), Elliptical Section, FE Modeling, Slender Column

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