Non-linear behavior and design of steel structures: Review and outlook

ZJ Zhang, BS Chen, R Bai, YP Liu - Buildings, 2023 - mdpi.com
The high strength and stiffness-to-weight ratios of structural steel often result in relatively
slender members and systems, which are governed to a great extent by stability limit states …

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 …

Design of cold-formed steel built-up closed section columns using direct strength method

S Selvaraj, M Madhavan - Thin-Walled Structures, 2022 - Elsevier
Structural behavior of Cold-formed Steel (CFS) face-to-face connected built-up closed cross-
section columns is investigated in the present study. The CFS built-up columns are designed …

Experimental investigation and design considerations on cold-formed steel built-up​ I-section columns subjected to interactive buckling modes

S Selvaraj, M Madhavan - Thin-Walled Structures, 2022 - Elsevier
An experimental investigation into the behavior of cold-formed steel (CFS) built-up column
assembly compressed between fixed ends is presented in this paper. The built-up column …

Structural behaviour of back-to-back cold-formed steel channel sections with web openings under axial compression at elevated temperatures

Z Fang, K Roy, D Lakshmanan, P Pranomrum… - Journal of Building …, 2022 - Elsevier
This paper investigates the structural behaviour of cold-formed steel (CFS) back-to-back
(BTB) channel sections subjected to axial compression at elevated temperatures. The stress …

Design of cold-formed steel back-to-back connected built-up beams

S Selvaraj, M Madhavan - Journal of Constructional Steel Research, 2021 - Elsevier
Built-up sections are commonly used in cold-formed steel (CFS) structures. The built-up
sections are either welded or mechanically fastened based on the need and necessity …

Proposal to Improve AISI S100 DSM Design Standards for Cold-Formed Steel Built-Up Closed Cross-Section Columns Subjected to Local–Global Interaction Buckling

S Selvaraj, M Madhavan - Journal of Structural Engineering, 2023 - ascelibrary.org
This paper presents an improved design approach based on the direct strength method
(DSM) in American Iron and Steel Institute (AISI) design specification S100 for cold-formed …

Experimental study on cyclic hardening characteristics of structural stainless steels

S Zheng, F Zhou, J Cheng, HT Li, R Rong - Journal of Constructional Steel …, 2022 - Elsevier
This paper studies the cyclic hardening characteristics of commonly used structural stainless
steel types and grades including austenitic stainless steel grades S30408 and S31608 …

[HTML][HTML] Equivalent temperature prediction for concrete-filled cold-formed steel (CF-CFS) built-up column sections (part B)

R Rahnavard, HD Craveiro, RA Simões… - Case Studies in Thermal …, 2022 - Elsevier
Innovative concrete-filled cold-formed steel (CF-CFS) built-up column sections subjected to
axial compression and elevated temperatures were previously investigated, assessing their …

Structural Behaviour of Cold-Formed Steel Built-Up Closed Cross-section Columns-Assessing the Influence of Parameters and Design Methods

S Selvaraj, M Madhavan - Engineering Structures, 2023 - Elsevier
Structural behaviour of cold-formed steel (CFS) built-up closed cross-section columns
subjected to local, global, and local–global interactive failure is investigated. The objective is …