Stiffened concrete-filled steel tubes: A systematic review

F Alatshan, SA Osman, R Hamid, F Mashiri - Thin-Walled Structures, 2020 - Elsevier
The behavior of concrete filled steel tubular (CFST) elements with different types of stiffening
measures has been wildly investigated during the past two decades through experimental …

[HTML][HTML] Soft computing approach on estimating the lateral confinement coefficient of CFRP veiled circular columns

X Xue, GM Abdulsahib, OI Khalaf, J Jagan… - Alexandria Engineering …, 2023 - Elsevier
For any structures, Reinforced concrete (RC) columns are the utmost carping members. RC
columns jacketed with CFRP membrane enhance resistance, deformation aptitude, and the …

Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression

QQ Liang - Engineering Structures, 2017 - Elsevier
The use of the circular hollow steel tube in a circular concrete-filled steel tubular (CFST)
column significantly alters the confinement mechanism in the conventional CFST column …

Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression

B Evirgen, A Tuncan, K Taskin - Thin-Walled Structures, 2014 - Elsevier
In this study, compressive strength, modulus of elasticity and steel tensile coupon tests are
performed to determine material properties. Sixteen hollow cold formed steel tubes and 48 …

Nonlinear analysis of short concrete-filled double skin tube columns subjected to axial compressive forces

HT Hu, FC Su - Marine Structures, 2011 - Elsevier
Proper material constitutive models for concrete-filled double skin tube (CFDST) columns
with circular cross-section and subjected to axial compressive forces are proposed and …

Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns

VI Patel, QQ Liang, MNS Hadi - Journal of Constructional Steel Research, 2014 - Elsevier
Experiments show that the ultimate compressive strength of stainless steel is much higher
than its tensile strength. The full-range two-stage constitutive model for stainless steels …

Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications

LH Han, WD Wang, XL Zhao - Engineering Structures, 2008 - Elsevier
This paper presents the behaviour of the composite frame with concrete-filled square hollow
section (SHS) columns to steel beam. Finite element modeling (FEM) was developed to …

Finite element analysis of concrete-filled steel tube (CFST) columns with circular sections under eccentric load

Y Ouyang, AKH Kwan, SH Lo, JCM Ho - Engineering Structures, 2017 - Elsevier
The casting of concrete in concrete-filled steel tube (CFST) can, via the confinement effect of
the steel tube, significantly increase the ductility of the concrete and, in the case of high …

New cross-sectional slenderness limits for stiffened rectangular concrete-filled steel tubes

Z Zhou, MD Denavit, X Zhou - Engineering Structures, 2023 - Elsevier
Rectangular concrete-filled steel tubes (RCFST) are efficient structural members that exhibit
good strength, stiffness, and ductility. The mechanical properties of RCFST can be further …

Eccentric compression behaviour of diagonal rib-stiffened thin-walled square concrete filled steel tubes

D Gan, Z Li, B Yan, X Zhou, H Huang - Thin-Walled Structures, 2022 - Elsevier
Thin-walled square concrete filled steel tubular (CFST) members have attracted more
attention in practice because of less steel consumption, high construction efficiency, and …