Residual mechanical properties of corroded ultra-high-strength steels and weld metals

MT Chen, Z Gong, H Cao, J Zhang, F Ren, JCM Ho… - Thin-Walled …, 2024 - Elsevier
This paper presents an in-depth investigation into the residual mechanical properties of ultra-
high-strength steels and weld metals after exposure to corrosive environment. The tensile …

S890 hot-rolled ultra-high strength steel (UHSS) seamless circular hollow section beam–columns: Testing, modelling and design

Y Wang, A Su, H Yang, J Zhao, Y Wang - Thin-Walled Structures, 2024 - Elsevier
With the recent rapid development of manufacturing techniques and material science,
advanced hot-rolling of ultra-high strength steel (UHSS) with material grades up to S890 …

Testing, numerical modelling and design of G550 high strength cold-formed steel built-up section columns

Y Cui, J Zhang, C Ma, M Niu, K Jiang, S Li, A Su - Thin-Walled Structures, 2024 - Elsevier
This paper investigates the buckling behaviour and load-carrying capacity of G550 high
strength cold-formed steel built-up section columns under axial compression through …

Experimental and numerical study on the behavior of high strength Q960 steel columns after fire exposure

W Wang, Y Li, Z Wang, S Pang - Thin-Walled Structures, 2024 - Elsevier
High-strength steel exhibits extensive potential in large-span buildings and bridges.
Therefore, it is of great significance to clarify its mechanical properties particularly in the …

Local buckling behaviour of Q690 high strength steel press-braked elliptical hollow section stub columns: Testing, numerical modelling, and design

JZ Liu, X Ma, K Gao, J Chen, S Li, J Guo - Thin-Walled Structures, 2024 - Elsevier
This paper presents comprehensive investigations on the local bucking behaviour of Q690
high strength steel (HSS) press-braked elliptical hollow section (EHS) stub columns subject …

Experimental investigation and predictive model on tensile behavior of corroded high-strength steel and butt-welded connections

MT Chen, Y Pan, F Ren, H Cao, M Lai, J Zhang - Thin-Walled Structures, 2025 - Elsevier
High-strength steel structures have emerged as an optimal choice for ocean engineering
applications, offering enhanced performance, durability, and construction efficiency in both …

Laboratory testing and numerical modelling of pin-ended hot-rolled stainless steel angle section columns failing by flexural-torsional buckling

L Zhang, Y Liang, O Zhao - Thin-Walled Structures, 2021 - Elsevier
The flexural-torsional buckling behaviour and resistances of pin-ended hot-rolled stainless
steel angle section columns have been studied in the present paper, based on laboratory …

Resistances of high-strength steel equal-leg-angle section columns eccentrically connected by one leg

S Qu, Y Guo, Q Sun - Journal of Constructional Steel Research, 2022 - Elsevier
Structural performances and compression resistances of S460 high-strength steel equal-leg-
angle section columns eccentrically connected by one leg at one end were analysed based …

Testing and modelling of residual stresses within Q690 high strength steel press-braked round-ended oval hollow section

JZ Liu, H Zhang, J Guo, X Ma, J Chen, F Xu - Thin-Walled Structures, 2025 - Elsevier
This research explores the material properties and residual stresses of Q690 high-strength
steel (HSS) round-ended oval hollow sections (ROHS), fabricated from steel plates after …

Investigation on buckling behavior of T-shaped box-T section columns under axial load

Z Zhang, G Shi, S Wang, L Zhou - Engineering Structures, 2022 - Elsevier
Special-shaped columns (ie, L-shaped, T-shaped, and cross-shaped) present the main
advantages of avoiding column protrusion and enlarging the indoor space, and they also …