Post-fire behavior and resistances of S890 ultra-high strength steel circular hollow section beam–columns

J Zhang, H Yang, A Su - Thin-Walled Structures, 2024 - Elsevier
An experimental and numerical modeling program was carried out to investigate the post-
fire structural behavior and residual resistances of S890 ultra-high strength steel (UHSS) …

[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-) …

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 …

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 …

Local–flexural interactive buckling behaviour and resistance of press-braked stainless steel slender channel section columns

S Li, O Zhao - Engineering Structures, 2022 - Elsevier
The present paper reports experimental and numerical studies of the local–flexural
interactive buckling behaviour and resistance of press-braked stainless steel slender …

Prediction of the initial geometric imperfection magnitudes for numerical modeling of cold-formed steel channel sections

R Aktepe, BG Erkal - Structures, 2024 - Elsevier
CFS members are prone to geometric imperfections due to their slenderness, even if the
observed imperfections are minor. The main aims of this study are to gather imperfection …

Testing, modelling and design of hot-rolled stainless steel channel sections under combined compression and minor-axis bending moment

S Li, L Zhang, O Zhao - Thin-Walled Structures, 2022 - Elsevier
Experimental and numerical studies on hot-rolled stainless steel channel sections subjected
to combined compression and minor-axis bending moment have been conducted and are …

Global buckling and design of hot-rolled stainless steel channel section beam–columns

S Li, L Zhang, O Zhao - Thin-Walled Structures, 2022 - Elsevier
The global buckling behaviour of hot-rolled stainless steel channel section beam–columns
under combined compression and minor-axis bending moment has been studied based on …

Experimental and numerical investigations of hot-rolled stainless steel channel section columns susceptible to flexural buckling

S Li, L Zhang, Y Liang, O Zhao - Thin-Walled Structures, 2021 - Elsevier
A thorough testing and numerical modelling programme has been conducted to investigate
the minor-axis flexural buckling behaviour and resistances of pin-ended hot-rolled stainless …

Numerical simulation for structural behaviour of stainless steel web cleat connections

Z Kong, Y Jin, F Yang, QV Vu, VH Truong, B Yu… - … of Constructional Steel …, 2021 - Elsevier
A finite element model for predicting the moment-rotation curves of stainless steel web cleat
connections is developed, and validated by test data. The effects of several parameters (ie …