Interactive behaviour, failure and DSM design of cold-formed steel members prone to distortional buckling

D Camotim, PB Dinis, AD Martins, B Young - Thin-Walled Structures, 2018 - Elsevier
The aim of this work is to provide an overview of the current status of an extensive ongoing
investigation on cold-formed steel columns and beams affected by mode coupling …

[HTML][HTML] Machine learning for optimal design of circular hollow section stainless steel stub columns: A comparative analysis with Eurocode 3 predictions

I Abarkan, M Rabi, FPV Ferreira, R Shamass… - … Applications of Artificial …, 2024 - Elsevier
Stainless steel has many advantages when used in structures, however, the initial cost is
high. Hence, it is essential to develop reliable and accurate design methods that can …

Buckling of ferritic stainless steel members under combined axial compression and bending

O Zhao, L Gardner, B Young - Journal of Constructional Steel Research, 2016 - Elsevier
Experimental and numerical studies of ferritic stainless steel beam-columns have been
carried out and are described in this paper. Two cross-section sizes were considered in the …

Behaviour of structural stainless steel cross-sections under combined loading–Part II: Numerical modelling and design approach

O Zhao, B Rossi, L Gardner, B Young - Engineering Structures, 2015 - Elsevier
In parallel with the experimental study described in the companion paper (Zhao et al.,
submitted for publication), a numerical modelling programme has been carried out to …

Experimental study and numerical simulation on the seismic behavior of diagonally stiffened stainless steel plate shear walls under low cyclic loading

Y Wu, S Fan, Y Guo, S Duan, Q Wu - Thin-Walled Structures, 2023 - Elsevier
To expand the application scope of stainless steel, especially in the seismic resistance, a
series of systematic studies from material to members were carried out. A mechanical …

Stainless steel channel sections under combined compression and minor axis bending–Part 1: Experimental study and numerical modelling

Y Liang, O Zhao, Y Long, L Gardner - Journal of Constructional Steel …, 2019 - Elsevier
The local cross-section behaviour of stainless steel channel sections under the combined
actions of axial compression and minor axis bending moment is investigated in the present …

Local–overall interactive buckling of welded stainless steel box section compression members

HX Yuan, YQ Wang, L Gardner, YJ Shi - Engineering Structures, 2014 - Elsevier
The interaction between local and overall buckling of welded stainless steel columns has
been investigated experimentally and numerically in this study. Eight stainless steel box …

Structural behaviour of press-braked austenitic stainless steel slender channel section beam-columns

S Li, A Su, O Zhao - Engineering Structures, 2023 - Elsevier
The present paper reports experimental and numerical studies of the structural behaviour
and resistances of press-braked austenitic stainless steel slender channel section beam …

Experimental and numerical studies of ferritic stainless steel tubular cross sections under combined compression and bending

O Zhao, B Rossi, L Gardner, B Young - Journal of structural …, 2016 - ascelibrary.org
An experimental and numerical study of ferritic stainless steel tubular cross sections under
combined loading is presented in this paper. Two square hollow section (SHS) sizes—SHS …

Experimental study of local–distortional interaction of press-braked stainless steel lipped channel beams

Y Wu, S Fan, Q Wu, D Liang - Engineering Structures, 2023 - Elsevier
Stainless steel lipped channel beams are prone to complex buckling modes due to the large
width-thickness ratio. An in-depth experimental study of local–distortional interaction of …