Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments

Siqi Lin; Zhiming Li; Zhao-Hui Lu; Yan-Gang Zhao

doi:10.1016/j.engstruct.2022.114709

journal article Open Access Sep 01, 2022

Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments

Siqi Lin

Zhiming Li

Zhao-Hui Lu

Yan-Gang Zhao

Engineering Structures Vol. 267 pp. 114709 · Elsevier BV

View at Publisher Save 10.1016/j.engstruct.2022.114709

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References

38

[1]

Lai "Experimental study on high strength concrete encased steel composite short columns" Constr. Build. Mater. (2019) 10.1016/j.conbuildmat.2019.08.021

[2]

Lai "Assessment of high-strength concrete encased steel composite columns subject to axial compression" J. Constr. Steel Res. (2020) 10.1016/j.jcsr.2019.105765

[3]

Xiong "Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials" Eng. Struct. (2017) 10.1016/j.engstruct.2017.01.037

[4]

Song "Performance of axially-loaded concrete-filled steel tubular circular columns using ultra-high strength concrete" Structures (2020) 10.1016/j.istruc.2019.12.019

[5]

Nematzadeh "The effect of active and passive confining pressure on compressive behavior of STCC and CFST" Adv. Concr. Construction (2020)

[6]

Nematzadeh "Post-fire elastic modulus of rubberized fiber-reinforced concrete-filled steel tubular stub columns: Experimental and theoretical study" J. Constr. Steel Res. (2020) 10.1016/j.jcsr.2020.106310

[7]

Lai "Confinement effect of ring-confined concrete-filled-steel-tube columns under uni-axial load" Eng. Struct. (2014) 10.1016/j.engstruct.2014.02.013

[8]

Lai "Uni-axial behavior of externally confined UHSCFST columns" Thin-Walled Struct. (2019) 10.1016/j.tws.2019.04.047

[9]

Patel "Ultra-high strength circular short CFST columns: axisymmetric analysis, behaviour and design" Eng. Struct. (2019) 10.1016/j.engstruct.2018.10.081

[10]

Phan "Analysis and design of eccentrically compressed ultra-high-strength slender CFST circular columns" Structures (2020) 10.1016/j.istruc.2020.08.037

[11]

Lin "Modified confining stress path dependent analytical model for axially loaded circular normal, high and ultra-high strength concrete-filled steel tube stub columns" Compos. Struct. (2020) 10.1016/j.compstruct.2020.112192

[12]

Wang "Constitutive model for confined ultra-high strength concrete in steel tube" Constr. Build. Mater. (2016) 10.1016/j.conbuildmat.2016.09.079

[13]

Liew "Ultra-high strength concrete filled composite columns for multi-storey building construction" Adv. Struct. Eng. (2012) 10.1260/1369-4332.15.9.1487

[14]

Guler "Axial capacity and ductility of circular UHPC-filled steel tube columns" Mag. Concr. Res. (2013) 10.1680/macr.12.00211

[15]

Chen "Structural behavior of UHPC filled steel tube columns under axial loading" Thin-Walled Struct. (2018) 10.1016/j.tws.2018.06.016

[16]

Yan "Axial behavior of ultra-high performance concrete (UHPC) filled stocky steel tubes with square sections" J. Constr. Steel Res. (2019) 10.1016/j.jcsr.2019.03.018

[17]

Romero "Influence of ultra-high strength concrete on circular concrete-filled dual steel columns" Structures (2017) 10.1016/j.istruc.2016.07.001

[18]

Yan "Compressive behaviour of circular CFDST short columns with high- and ultrahigh-strength concrete" Thin-Walled Struct. (2021) 10.1016/j.tws.2021.107898

[19]

Xiong "Behaviour of steel tubular members infilled with ultra high strength concrete" J. Constr. Steel Res. (2017) 10.1016/j.jcsr.2017.07.001

[20]

Xiong "Flexural performance of concrete filled tubes with high tensile steel and ultra-high strength concrete" J. Constr. Steel Res. (2017) 10.1016/j.jcsr.2017.01.017

[21]

Portolés "Influence of ultra-high strength infill in slender concrete-filled steel tubular columns" J. Constr. Steel Res. (2013) 10.1016/j.jcsr.2013.03.016

[22]

Ibañez "Ultra-high strength concrete on eccentrically loaded slender circular concrete-filled dual steel columns" Structures (2017) 10.1016/j.istruc.2017.07.005

[23]

Chen "Analysis of concrete-filled tubular beam-columns" Int. Association Bridge Struct. Eng. (1973)

[24]

Kilpatrick "Tests on high-strength concrete-filled steel tubular columns" ACI Struct. J. (1999)

[25]

Zeghiche "An experimental behaviour of concrete-filled steel tubular columns" J. Constr. Steel Res. (2005) 10.1016/j.jcsr.2004.06.006

[26]

Liu "The Calculation of Load Carrying Capacity for stability of concrete filled steel tubular members under unequal end-moment loadings" J. Harbin Arch. Civil Eng. Inst. (1986)

[27]

Cai "Influence of moment distribution diagram on load-carrying capacity of concrete-filled steel tubular columns" J. Build. Struct. (1990)

[28]

Ding "Behavior of concrete filled steel tubular beam-columns under eccentric loading of unequal end-moment" China Civil Eng. J. (2009)

[29]

Wang "Tests on slender composite columns" J. Constr. Steel Res. (1999) 10.1016/s0143-974x(98)00202-8

[30]

Hernández-Figueirido "Influence of slenderness on high-strength rectangular concrete-filled tubular columns with axial load and nonconstant bending moment" J. Struct. Eng. (2012) 10.1061/(asce)st.1943-541x.0000590

[31]

Hernández-Figueirido "Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities" J. Constr. Steel Res. (2012) 10.1016/j.jcsr.2011.07.014

[32]

Harbin Architectural and Civil Engineering Institute, Chinese PLA OOO19 troops. Experimental study on calculation of bearing capacity of concrete filled steel tubular frame columns. J. Harbin Inst. Arch. Eng. 1 (1981) 10–30 (in Chinese).

[33]

Confining Stress Path-Based Compressive Strength Model of Axially Loaded FRP-Confined Columns

Siqi Lin, Yan-Gang Zhao, Jianming Li et al.

Journal of Composites for Construction 2021 10.1061/(asce)cc.1943-5614.0001090

[34]

Chen WF, Atsuta T. Theory of Beam-Columns, Volume 1: In-plane Behavior and Design. J. Ross Publishing, FL, 2008.

[35]

Eurocode 4: Design of Composite Steel and Concrete Structures - Part 1-1: General Rules and Rules for Buildings, European Committee for Standardization, 2004.

[36]

ANSI/AISC 360-16, Specification for Structural Steel Buildings, American Institute of Steel Construction (AISC), Chicago, USA, 2016.

[37]

Nabil "Elasticity modulus, shrinkage, and creep of high-strength concrete as adopted by AASHTO" PCI J. (2009) 10.15554/pcij.06012009.44.63

[38]

GB50936-2014, Technical Code for Concrete Filled Steel Tubular Structures, Standard Press of China, Beijing, 2014.

Metrics

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Citations

38

References

Details

Published: Sep 01, 2022
Vol/Issue: 267
Pages: 114709
License: View

Authors

Northwest University

Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

Y

Yan-Gang Zhao

Professor, Dept. of Architecture, Kanagawa Univ., 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan.

Funding

National Natural Science Foundation of China Award: 51738001

Cite This Article

Siqi Lin, Zhiming Li, Zhao-Hui Lu, et al. (2022). Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments. Engineering Structures, 267, 114709. https://doi.org/10.1016/j.engstruct.2022.114709

Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments

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