Analysis and review of concrete-filled double skin steel tubes under compression

P Ayough, NHR Sulong, Z Ibrahim - Thin-Walled Structures, 2020‏ - Elsevier
The existing literature concerning the axial performance of concrete-filled double-skin steel
tubular (CFDST) columns has been reviewed in this paper. The models in the literature for …

Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research

LH Han, CY Xu, Z Tao - Journal of Constructional Steel Research, 2019‏ - Elsevier
Concrete filled stainless steel tubular (CFSST) columns have attracted increasing research
interests in the last decade. This paper briefly introduces the material properties of stainless …

A path dependent stress-strain model for concrete-filled-steel-tube column

MH Lai, W Song, XL Ou, MT Chen, Q Wang… - Engineering Structures, 2020‏ - Elsevier
High-strength concrete (HSC) has higher strength-to-weight ratio and stiffness than normal-
strength concrete (NSC), which can decrease the size and embodied carbon of columns in …

Finite element modelling of concrete-filled steel stub columns under axial compression

Z Tao, ZB Wang, Q Yu - Journal of constructional steel research, 2013‏ - Elsevier
Due to the passive confinement provided by the steel jacket for the concrete core, the
behaviour of the concrete in a concrete-filled steel tubular (CFST) column is always very …

Machine learning (ML) based models for predicting the ultimate strength of rectangular concrete-filled steel tube (CFST) columns under eccentric loading

C Wang, TM Chan - Engineering Structures, 2023‏ - Elsevier
Concrete-filled steel tubes (CFSTs) are popularly used in structural applications. The
accurate prediction of their ultimate strength is a key for the safety of the structure. Extensive …

Performance of concrete-filled thin-walled steel tubes under pure torsion

LH Han, GH Yao, Z Tao - Thin-walled structures, 2007‏ - Elsevier
In practice, concrete-filled steel tubes (CFST) are often subjected to torsion. To date, such a
problem however has not been addressed satisfactorily by design codes. The present study …

Behaviour of short and slender concrete-filled stainless steel tubular columns

B Uy, Z Tao, LH Han - Journal of Constructional Steel Research, 2011‏ - Elsevier
In this paper, a series of tests were carried out on short and slender concrete-filled stainless
steel tubular columns to explore their performance under axial compression or combined …

Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)

LH Han, GH Yao, XL Zhao - Journal of Constructional Steel Research, 2005‏ - Elsevier
The behaviour of self-consolidating concrete (SCC) filled hollow structural steel (HSS) stub
columns subjected to an axial load was investigated experimentally. A total of 50 specimens …

A theoretical axial stress-strain model for circular concrete-filled-steel-tube columns

MH Lai, JCM Ho - Engineering Structures, 2016‏ - Elsevier
Abstract Concrete-filled-steel-tube (CFST) columns are widely adopted in many structures
nowadays attributed to the superior behaviour developed by the composite action. However …

Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns

Z Tao, LH Han, XL Zhao - Journal of Constructional steel research, 2004‏ - Elsevier
A series of tests on concrete filled double skin steel tubular (CFDST) stub columns (14) and
beam-columns (12) were carried out. Both outer and inner tubes were circular hollow …