Behaviour of high strength steel butt joints exposed to arctic low temperatures

T Zhang, MT Chen, A Cai, H Cao, X Yun, H Zhao… - Thin-Walled …, 2023 - Elsevier
The present study investigated the tensile behaviour of high strength steel (HSS) butt joints
exposed to arctic low temperatures. Two HSS grades, namely Q890 and Q960, with …

[HTML][HTML] Structural performance and design of S960 ultra-high strength steel non-slender welded I-sections subjected to combined loading

A Su, Y Wang, KJR Rasmussen, L Gardner - Engineering Structures, 2023 - Elsevier
The structural performance of S960 ultra-high strength steel non-slender welded I-sections
subjected to combined loading is studied in the present paper. Nonlinear finite element (FE) …

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 …

Tests, numerical simulations and design of G550 high strength cold-formed steel lipped channel section columns failing by interactive buckling

Y Mei, Y Cui, C Ma, Y Sun, A Su - Thin-Walled Structures, 2023 - Elsevier
This paper presents the experimental and numerical investigations into the structural
performance and strengths of G550 high strength cold-formed steel (CFS) lipped channel …

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 …

[HTML][HTML] Behaviour and design of S960 ultra-high strength steel non-slender welded I-section beam–columns

A Su, Y Wang, Y Wang, KJR Rasmussen… - Engineering Structures, 2024 - Elsevier
The structural behaviour of S960 ultra-high strength steel (UHSS) welded I-section beam–
columns is studied in the present paper. Nonlinear finite element (FE) models were first …

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 investigations of Q690 high-strength steel welded I-section columns with pitting corrosion

C Jia, L Zhong, Y Shao, J Li, L Guo - Thin-Walled Structures, 2023 - Elsevier
This paper presents the experimental and numerical investigations on the axial compression
behavior of Q690 high-strength steel welded I-section columns with corrosion pits. Firstly, a …

[HTML][HTML] Experimental and numerical flexural buckling resistance of high strength steel columns and beam-columns

JO Ferreira Filho, T Tankova, H Carvalho, C Martins… - Engineering …, 2022 - Elsevier
The use of high strength steel (HSS) has been consolidated around the world because of its
numerous advantages mostly for high-rise buildings and large span bridges. As it provides …

Interactive buckling behaviour of Q420–Q960 steel welded thin-walled H-section long column

J Wang, J Di, Y Zheng, F Qin, Y Su - Thin-Walled Structures, 2024 - Elsevier
Considering the broad application prospect of high-strength steel (HSS) in engineering
structure, and the limitations present in existing studies on interactive buckling of HSS …