Estimation of axial load-carrying capacity of concrete-filled steel tubes using surrogate models

HB Ly, BT Pham, LM Le, TT Le, VM Le… - Neural Computing and …, 2021 - Springer
The main objective of the present work is to estimate the load-carrying capacity of concrete-
filled steel tubes (CFST) under axial compression using hybrid artificial intelligence (AI) …

The influence of the inner steel tube on the compression behaviour of the concrete filled double skin steel tube (CFDST) columns

T Ekmekyapar, HG Hasan - Marine Structures, 2019 - Elsevier
Abstract Concrete Filled Double Skin Steel Tube (CFDST) columns which comprise two
concentric steel tubes and shell concrete between them is a favourable member of …

Performance of concrete filled steel tubular (CFST) members with circumferential gap under lateral impact

P Dai, F Liao, C Hou, Y Yang, R Wang - Journal of Constructional Steel …, 2023 - Elsevier
To investigate the influence of circumferential gap on the impact-resistance capacity of CFST
columns, 12 CFST specimens were tested under constant axial load and lateral impact …

Comparison of classical, double skin and double section CFST stub columns: Experiments and design formulations

T Ekmekyapar, OH Alwan, HG Hasan… - … of Constructional Steel …, 2019 - Elsevier
With the continuing developments in composite design technology, such as classical
Concrete Filled Steel Tubes (CFST), concrete filled double skin tubes and concrete filled …

Concrete-filled steel tube columns of different cross-sectional shapes under axial compression: A review

A Ilanthalir, JJ Regin… - IOP Conference Series …, 2020 - iopscience.iop.org
This paper presents a review on the axial compression behavior of different cross-sectional
shaped concrete-filled steel tube (CFST) columns such as circular, rectangular, square …

Experimental and numerical investigation on the flexural behavior of concrete-filled elliptical steel tube (CFET)

T Zhang, Y Gong, F Ding, X Liu, Z Yu - Journal of Building Engineering, 2021 - Elsevier
Concrete-filled elliptical steel tube (CFET) is a novel type of composite member, which has
great potential to be used as piers and columns in bridges and airport terminals because of …

[HTML][HTML] Experimental study and application of manufactured sand self-compacting concrete in concrete-filled-steel-tube arch bridge: A case study

WQ Hou, JJ Yang, ZX Zhang, XQ Yuan - Case Studies in Construction …, 2021 - Elsevier
Utilizing manufactured sand (MS) with high content of stone dust, mix proportion tests were
carried to investigate the influence factors of preparing self-compacting concrete (SCC) with …

Compressive behavior of concrete-filled double skin steel tubular short columns with the elliptical hollow section

S İpek, A Erdoğan, EM Güneyisi - Journal of Building Engineering, 2021 - Elsevier
Recently, many researchers have shown a great interest in single skin concrete-filled steel
tubular (CFST) columns with circular and rectangular sections, as well as elliptical sections …

Structural behaviour and design of elliptical high-strength concrete-filled steel tubular short compression members

MF Hassanein, VI Patel, AM El Hadidy, H Al Abadi… - Engineering …, 2018 - Elsevier
Elliptical concrete-filled steel tubular (CFST) columns have recently attracted significant
attention because of their increased strength and stiffness compared with empty elliptical …

Behaviours of concrete-filled cold-formed elliptical hollow section beam-columns with varying aspect ratios

H Yang, F Liu, T Chan, W Wang - Thin-walled structures, 2017 - Elsevier
Experimental and numerical studies were conducted to investigate the behaviours of the
concrete-filled cold-formed elliptical hollow section beam-columns. A total of 11 specimens …