Behaviors of concrete-filled steel tubular members subjected to combined loading

Lin-Hai Han; Guo Huang Yao; Zhong Tao

doi:10.1016/j.tws.2007.04.008

Behaviors of concrete-filled steel tubular members subjected to combined loading

Lin-Hai Han, Guo Huang Yao, Zhong Tao

Research output: Contribution to journal › Article › peer-review

81 Citations (Scopus)

Abstract

The present study is an investigation on the behaviors of concrete-filled thin-walled steel tubular members subjected to combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. ABAQUS software is used in this paper for the finite element analysis (FEA). A comparison of results calculated using this modeling shows generally good agreement with test results. The FEA modeling is then used to investigate the influence of important parameters that determine the ultimate strength of the composite members under combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. The parametric studies provide information for the development of formulae for calculating the ultimate strength of the composite members subjected to combined loading.

Original language	English
Pages (from-to)	600-619
Number of pages	20
Journal	Thin-Walled Structures
Volume	45
Issue number	6
DOIs	https://doi.org/10.1016/j.tws.2007.04.008
Publication status	Published - Jun 2007
Externally published	Yes

Keywords

Bearing capacity
Combined loading
Concrete
Concrete-filled steel tubes (CFST)
Design
Design method
Parametric analysis
Torsion

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10.1016/j.tws.2007.04.008

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title = "Behaviors of concrete-filled steel tubular members subjected to combined loading",

abstract = "The present study is an investigation on the behaviors of concrete-filled thin-walled steel tubular members subjected to combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. ABAQUS software is used in this paper for the finite element analysis (FEA). A comparison of results calculated using this modeling shows generally good agreement with test results. The FEA modeling is then used to investigate the influence of important parameters that determine the ultimate strength of the composite members under combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. The parametric studies provide information for the development of formulae for calculating the ultimate strength of the composite members subjected to combined loading.",

keywords = "Bearing capacity, Combined loading, Concrete, Concrete-filled steel tubes (CFST), Design, Design method, Parametric analysis, Torsion",

author = "Lin-Hai Han and Yao, {Guo Huang} and Zhong Tao",

year = "2007",

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AU - Han, Lin-Hai

AU - Yao, Guo Huang

AU - Tao, Zhong

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AB - The present study is an investigation on the behaviors of concrete-filled thin-walled steel tubular members subjected to combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. ABAQUS software is used in this paper for the finite element analysis (FEA). A comparison of results calculated using this modeling shows generally good agreement with test results. The FEA modeling is then used to investigate the influence of important parameters that determine the ultimate strength of the composite members under combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. The parametric studies provide information for the development of formulae for calculating the ultimate strength of the composite members subjected to combined loading.

KW - Bearing capacity

KW - Combined loading

KW - Concrete

KW - Concrete-filled steel tubes (CFST)

KW - Design

KW - Design method

KW - Parametric analysis

KW - Torsion

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Behaviors of concrete-filled steel tubular members subjected to combined loading

Abstract

Keywords

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