[HTML][HTML] Experimental and numerical study of laser-welded stainless steel slender I-section beam-columns

H Ran, Z Chen, Y Ma, E OBrien, Y Sun - Engineering Structures, 2023 - Elsevier
This paper reports on an experimental and numerical study on the structural behaviour and
resistances of laser-welded stainless steel slender I-section beam-columns under combined …

Local buckling of stainless steel I-sections in fire: Finite element modelling and design

Z Xing, M Kucukler, L Gardner - Thin-Walled Structures, 2021 - Elsevier
The structural response of stainless steel I-sections in fire is investigated in this paper. Finite
element models of stainless steel I-section members, capable of replicating their cross …

[HTML][HTML] Aluminium alloy channel columns: Testing, numerical modelling and design

E Georgantzia, M Gkantou, GS Kamaris - Thin-Walled Structures, 2023 - Elsevier
Aluminium alloys can be employed in a wide range of structural applications offering high
strength-to-weight ratio, whilst they can easily be extruded in various shapes. Channel (C-) …

[HTML][HTML] Experimental investigation of flexural buckling behaviour of self-compacting lightweight concrete-filled cold-formed built-up box section (CFBBS) columns

KB Teoh, YS Chua, S Dai Pang, SY Kong - Thin-Walled Structures, 2023 - Elsevier
This paper presents an experimental investigation of the flexural buckling behaviour and
resistance of innovative self-compacting lightweight concrete (LWSCC)-filled cold-formed …

Influence of cyclic hardening characteristic on seismic performance of welded austenitic stainless steel H-section beam-column

Y Chen, F Zhou, S Zheng, J Li, C Shang, X Lin - Engineering Structures, 2023 - Elsevier
Previous studies have revealed that the cyclic hardening feature of austenitic stainless steel
depended on the applied strain amplitude and exhibited unsaturation prior to failure, which …

Global buckling of S35657 austenitic stainless steel welded box-and I-section long columns under axial compression

S Duan, Y Wu, S Fan, G Shu, X Shi, J Tong - Thin-Walled Structures, 2024 - Elsevier
Due to its remarkable combination of high yield strength and cost-effectiveness, S35657
austenitic stainless steel has gained increasing attention in the field of construction …

Behavior of stainless-steel hot-rolled channel section beam–columns: Testing, modeling, and design

H Ran, L Jian, Y Ma, Y Sun - Journal of Structural Engineering, 2023 - ascelibrary.org
This paper presents a testing and numerical modeling program on the global stability and
resistance of stainless steel hot-rolled channel section beam–columns under combined …

Local stability of laser-welded stainless steel slender I-sections under combined loading

H Ran, Z Chen, Y Ma, L Di Sarno, Y Sun - Journal of Constructional Steel …, 2023 - Elsevier
This paper presents a comprehensive experimental and numerical investigation into the
local buckling behaviour of laser-welded stainless steel slender I-sections under combined …

Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading

Y Sun, A Su, K Jiang, Y Liang, O Zhao - Engineering Structures, 2021 - Elsevier
This paper reports a comprehensive experimental and numerical investigation into the cross-
section behaviour and resistances of stainless steel welded I-sections under combined …

Flexural buckling performance of concrete-filled aluminium alloy tubular columns

E Georgantzia, SB Ali, M Gkantou, GS Kamaris… - Engineering …, 2021 - Elsevier
The use of aluminium alloys as a structural material has recently increased because of their
advantageous properties such as high strength-to-weight ratio and corrosion resistance …