Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression

Lin-Hai Han; Zhong Tao; Guo-Huang Yao

doi:10.1016/j.tws.2008.01.026

Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression

Lin-Hai Han, Zhong Tao, Guo-Huang Yao

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

46 Citations (Scopus)

Abstract

Concrete-filled steel tubes (CFST) are used extensively in modern civil engineering. In many cases, they are often subjected to shear and constant axial compression, particularly when being used in high-rise buildings. ABAQUS Programming is used in this paper for the analysis of CFST subjected to shear and constant axial compression. A comparison of results calculated using this model shows good agreement with test results in general. The theoretical model was used to investigate the influence of important parameters that determine the ultimate shearing strength of the composite members. The parametric studies provide information for the development of formulae to calculate the ultimate strength of CFST members subjected to shear and constant axial compression.

Original language	English
Pages (from-to)	765-780
Number of pages	16
Journal	Thin-Walled Structures
Volume	46
Issue number	45542
DOIs	https://doi.org/10.1016/j.tws.2008.01.026
Publication status	Published - 2008

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10.1016/j.tws.2008.01.026

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title = "Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression",

abstract = "Concrete-filled steel tubes (CFST) are used extensively in modern civil engineering. In many cases, they are often subjected to shear and constant axial compression, particularly when being used in high-rise buildings. ABAQUS Programming is used in this paper for the analysis of CFST subjected to shear and constant axial compression. A comparison of results calculated using this model shows good agreement with test results in general. The theoretical model was used to investigate the influence of important parameters that determine the ultimate shearing strength of the composite members. The parametric studies provide information for the development of formulae to calculate the ultimate strength of CFST members subjected to shear and constant axial compression.",

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T1 - Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression

AU - Han, Lin-Hai

AU - Tao, Zhong

AU - Yao, Guo-Huang

PY - 2008

Y1 - 2008

N2 - Concrete-filled steel tubes (CFST) are used extensively in modern civil engineering. In many cases, they are often subjected to shear and constant axial compression, particularly when being used in high-rise buildings. ABAQUS Programming is used in this paper for the analysis of CFST subjected to shear and constant axial compression. A comparison of results calculated using this model shows good agreement with test results in general. The theoretical model was used to investigate the influence of important parameters that determine the ultimate shearing strength of the composite members. The parametric studies provide information for the development of formulae to calculate the ultimate strength of CFST members subjected to shear and constant axial compression.

AB - Concrete-filled steel tubes (CFST) are used extensively in modern civil engineering. In many cases, they are often subjected to shear and constant axial compression, particularly when being used in high-rise buildings. ABAQUS Programming is used in this paper for the analysis of CFST subjected to shear and constant axial compression. A comparison of results calculated using this model shows good agreement with test results in general. The theoretical model was used to investigate the influence of important parameters that determine the ultimate shearing strength of the composite members. The parametric studies provide information for the development of formulae to calculate the ultimate strength of CFST members subjected to shear and constant axial compression.

UR - http://handle.uws.edu.au:8081/1959.7/555988

U2 - 10.1016/j.tws.2008.01.026

DO - 10.1016/j.tws.2008.01.026

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JO - Thin-Walled Structures

JF - Thin-Walled Structures

IS - 45542

ER -

Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression

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