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Nonlinear analysis and design of concrete-filled dual steel tubular columns under axial loading
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 Title & Authors
Nonlinear analysis and design of concrete-filled dual steel tubular columns under axial loading
Wan, Cheng-Yong; Zha, Xiao-Xiong;
 Abstract
A new unified design formula for calculating the composite compressive strength of the axially loaded circular concrete filled double steel tubular (CFDST) short and slender columns is presented in this paper. The formula is obtained from the analytic solution by using the limit equilibrium theory, the cylinder theory and the "Unified theory" under axial compression. Furthermore, the stability factor of CFDST slender columns is derived on the basis of the Perry-Robertson formula. This paper also reports the results of experiments and finite element analysis carried out on concrete filled double steel tubular columns, where the tested specimens include short and slender columns with different steel ratio and yield strength of inner tube; a new constitutive model for the concrete confined by both the outer and inner steel tube is proposed and incorporated in the finite element model developed. The comparisons among the finite element results, experimental results, and theoretical predictions show a good agreement in predicting the behavior and strength of the concrete filled steel tubular (CFST) columns with or without inner steel tubes. An important characteristic of the new formulas is that they provide a unified formulation for both the plain CFST and CFDST columns relating to the compressive strength or the stability bearing capacity and a set of design parameters.
 Keywords
concrete filled double steel tube (CFDST);bearing capacity;unified formula;axial compression experiment;finite element analysis (FEA);
 Language
English
 Cited by
1.
Behavior of steel-reinforced concrete-filled square steel tubular stub columns under axial loading, Thin-Walled Structures, 2017, 119, 737  crossref(new windwow)
2.
Axial compressive behaviour of concrete-filled double-tube stub columns with stiffeners, Thin-Walled Structures, 2017, 120, 91  crossref(new windwow)
3.
Ultra-high Strength Concrete on Eccentrically Loaded Slender Circular Concrete-filled Dual Steel Columns, Structures, 2017, 12, 64  crossref(new windwow)
4.
Overall buckling behaviour of circular concrete-filled dual steel tubular columns with stainless steel external tubes, Thin-Walled Structures, 2017, 115, 336  crossref(new windwow)
5.
Analysis of axially loaded concrete filled circular hollow double steel tubular columns exposed to fire, Fire Safety Journal, 2017, 88, 1  crossref(new windwow)
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