A critical review on optimization of cold-formed steel members for better structural and thermal performances

H Liang, K Roy, Z Fang, JBP Lim - Buildings, 2022 - mdpi.com
The construction and building sectors are currently responsible globally for a significant
share of the total energy consumption and energy-related carbon dioxide emissions. The …

Experimental and numerical investigation on cold-formed steel built-up section pin-ended columns

QY Li, B Young - Thin-walled structures, 2022 - Elsevier
The thorough test programme and numerical simulation were conducted to examine the
buckling behaviour and loading capacity of cold-formed steel (CFS) built-up section …

Experimental and numerical investigation into the behaviour of face-to-face built-up cold-formed steel channel sections under compression

K Roy, C Mohammadjani, JBP Lim - Thin-Walled Structures, 2019 - Elsevier
Face-to-face built-up cold-formed steel channel sections are becoming increasingly popular
for column members in cold-formed steel structures; its applications include cold-formed …

Experiments on the global buckling and collapse of built-up cold-formed steel columns

DC Fratamico, S Torabian, X Zhao… - … of Constructional Steel …, 2018 - Elsevier
This paper reports on experiments addressing the buckling and collapse behavior of back-to-
back lipped channel built-up cold-formed steel (CFS) columns assembled using 16 different …

Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs

B Chen, K Roy, A Uzzaman, G Raftery… - Journal of Constructional …, 2020 - Elsevier
Cold-formed steel (CFS) back-to-back channels are becoming a popular choice for use in
load-carrying members in building structures. These built-up channels often include web …

Design of cold-formed steel built-up columns subjected to local-global interactive buckling using direct strength method

S Selvaraj, M Madhavan - Thin-Walled Structures, 2021 - Elsevier
This paper presents the structural behavior of doubly-symmetric built-up cold-formed steel
(CFS) columns that fail in local-global (flexural-torsional) interactive buckling modes. The …

Finite element analysis and design of cold-formed steel built-up closed section columns with web stiffeners

JH Zhang, B Young - Thin-Walled Structures, 2018 - Elsevier
This paper presents a numerical investigation and design of cold-formed steel built-up
closed section columns with web stiffeners. A finite element model (FEM), considering the …

Experimental study of cold-formed steel built-up columns

FJ Meza, J Becque, I Hajirasouliha - Thin-Walled Structures, 2020 - Elsevier
A comprehensive experimental programme was contrived with the aim of investigating the
behaviour and the capacity of cold-formed steel built-up columns with particular emphasis …

Experimental study on the composite action in sheathed and bare built-up cold-formed steel columns

DC Fratamico, S Torabian, X Zhao… - Thin-Walled …, 2018 - Elsevier
This paper reports on experiments addressing the buckling and collapse behavior of
common built-up cold-formed steel (CFS) columns. The built-up column consists of two …

Experimental investigation of cold-formed steel built-up closed section columns with web stiffeners

JH Zhang, B Young - Journal of constructional steel research, 2018 - Elsevier
This paper presents an experimental investigation conducted on cold-formed steel built-up
closed section columns with web stiffeners. To fabricate a built-up closed section, the single …