Load transfer mechanism in concrete-filled steel tubular columns: Developments, challenges and opportunities

PP Debnath, F Xu, TM Chan - Journal of Constructional Steel Research, 2023 - Elsevier
This article provides an in-depth review on the understanding of load transfer mechanism in
concrete-filled steel tubular (CFST) columns, with emphasis on tube-concrete interface …

Structural design of elliptical hollow sections: a review

TM Chan, L Gardner, KH Law - Proceedings of the Institution of …, 2010 - icevirtuallibrary.com
Tubular construction is synonymous with modern architecture. The familiar range of tubular
sections–square, rectangular and circular hollow sections–has been recently extended to …

Practical artificial neural network tool for predicting the axial compression capacity of circular concrete-filled steel tube columns with ultra-high-strength concrete

VL Tran, DK Thai, DD Nguyen - Thin-Walled Structures, 2020 - Elsevier
This paper aims to develop a practical artificial neural network tool for predicting the axial
compression capacity of circular concrete-filled steel tube columns with ultra-high-strength …

Practical machine learning-based prediction model for axial capacity of square CFST columns

TT Le - Mechanics of Advanced Materials and Structures, 2022 - Taylor & Francis
In this paper, a surrogate Machine-Learning (ML) model based on Gaussian Process
Regression (GPR) was developed to predict the axial load of square concrete-filled steel …

Tests on stub stainless steel–concrete–carbon steel double-skin tubular (DST) columns

LH Han, QX Ren, W Li - Journal of Constructional Steel Research, 2011 - Elsevier
A new type of composite member, a stainless steel–concrete–carbon steel double-skin
tubular (DST) column, is introduced in this paper. This composite member is expected to …

A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression

M Yu, X Zha, J Ye, Y Li - Engineering structures, 2013 - Elsevier
Current design practice of concrete-filled steel tube (CFST) columns uses different formulas
for different section profiles to predict the axial load bearing capacity. It has always been a …

[HTML][HTML] Artificial neural network model for strength predictions of CFST columns strengthened with CFRP

M Zarringol, VI Patel, QQ Liang - Engineering Structures, 2023 - Elsevier
This paper presents an optimised Artificial Neural Network (ANN) model for predicting the
ultimate axial strengths of concentrically loaded Concrete-Filled Steel Tubular (CFST) short …

Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design

VI Patel, MF Hassanein, HT Thai, H Al Abadi… - Engineering …, 2019 - Elsevier
A nonlinear axisymmetric simulation of axially loaded ultra-high strength circular short
Concrete-Filled Steel Tubular (CFST) columns is reported in this paper. An efficient material …

The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns

P Ayough, Z Ibrahim, NHR Sulong, PC Hsiao - Journal of Constructional …, 2021 - Elsevier
Concrete-filled steel tubular (CFST) columns have been used in the construction of modern
structures such as high-rise buildings and bridges as well as infrastructures as they provide …

Axial compressive performance of circular CFST columns partially wrapped by carbon FRP

Q Shen, J Wang, J Wang, Z Ding - Journal of Constructional Steel …, 2019 - Elsevier
To explore the axial compression property and failure mechanism of concrete-filled steel
tubular (CFST) columns partially wrapped by carbon-fibre-reinforced polymer (FRP), a …