TY - JOUR
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
M3 - Article
SN - 0263-8231
VL - 46
SP - 765
EP - 780
JO - Thin-Walled Structures
JF - Thin-Walled Structures
IS - 45542
ER -