Mechanical properties of high strength steels and weld metals at arctic low temperatures

MT Chen, A Cai, M Pandey, C Shen, Y Zhang… - Thin-walled structures, 2023 - Elsevier
This paper attempts to acquire fundamental knowledge on the mechanical properties of high
strength steels and the corresponding high strength weld metals at arctic low temperatures …

Beam-column design of cold-formed steel semi-oval hollow non-slender sections

MT Chen, B Young - Thin-Walled Structures, 2021 - Elsevier
The design of cold-formed steel semi-oval hollow non-slender sections under combined
compression and major axis bending in positive direction is studied in this paper. A non …

Experimental investigation on stub-column behavior of cold-formed high-strength steel tubular sections

JL Ma, TM Chan, B Young - Journal of Structural Engineering, 2016 - ascelibrary.org
This paper presents the experimental investigation on the compressive behavior of cold-
formed high-strength steel tubular stub columns. In this paper, the nominal 0.2% proof stress …

Tests of cold-formed steel semi-oval hollow section members under eccentric axial load

MT Chen, B Young - Journal of Structural Engineering, 2020 - ascelibrary.org
This paper describes the experimental study conducted on cold-formed steel semi-oval
hollow sections (SOHS) under combined compression and uniaxial bending. Thirty-seven …

Experimental and numerical investigation on cold-formed steel semi-oval hollow section compression members

MT Chen, B Young - Journal of constructional steel research, 2018 - Elsevier
A comprehensive experimental and numerical investigation on cold-formed steel semi-oval
hollow section pin-ended columns was performed and is presented herein. The semi-oval …

Prediction of axial compression capacity of cold-formed steel oval hollow section columns using ANN and ANFIS models

TH Nguyen, NL Tran, DD Nguyen - International Journal of Steel …, 2022 - Springer
The steel oval hollow section (OHS) provides an aesthetic architecture and a greater local
buckling strength. However, the existing design codes do not specify the effective width in …

Behaviours of stub steel tubular columns subjected to axial compression at low temperatures

JB Yan, X Dong, JS Zhu - Construction and Building Materials, 2019 - Elsevier
This paper reports the compressive behaviour of stub steel tubes at the low temperatures
relating to cold-region environment. Axial compression tests were performed on 12 circular …

Compressive behaviors of corner-supported modular steel sway frames with rotary inter-modular connections

K Khan, Z Chen, J Liu, KD Tsavdaridis - Thin-Walled Structures, 2023 - Elsevier
Corner-supported modular steel sway frames (CMSFs) with rotary inter-modular connections
(IMCs) differed from traditional frames regarding their column discontinuities, beam …

Design of cold-formed steel oval hollow section columns

JH Zhu, B Young - Journal of constructional steel research, 2012 - Elsevier
This paper presents the numerical simulation and design of cold-formed steel oval hollow
section columns. An accurate finite element model was developed to simulate the fixed …

Structural behaviour of high strength steel hexagonal hollow section stub columns under axial compression

J Liu, H Fang, TM Chan - Engineering Structures, 2022 - Elsevier
This paper presents a comprehensive experimental investigation into the structural
behaviour of the high strength steel (HSS) hexagonal hollow sections (HexHS) stub columns …