All Outputs (7)

Flexural behavior of a novel high-strength RCFST column-to-column connection (2020)
Journal Article
Mou, B., Li, Y., Wang, F., Pan, W., & Zhao, Y. (2021). Flexural behavior of a novel high-strength RCFST column-to-column connection. Thin-Walled Structures, 159, Article 107274. https://doi.org/10.1016/j.tws.2020.107274

Brittle fracture is one of the principal disincentives to limit the use of ultrahigh-strength steels in tall buildings. This paper proposes a novel column-to-column connection without full penetration welding in reinforced concrete-filled steel tubul... Read More about Flexural behavior of a novel high-strength RCFST column-to-column connection.

Pin-ended press-braked S960 ultra-high strength steel angle section columns: Testing, numerical modelling and design (2020)
Journal Article
Wang, F., Liang, Y., Zhao, O., & Young, B. (2021). Pin-ended press-braked S960 ultra-high strength steel angle section columns: Testing, numerical modelling and design. Engineering Structures, 228, Article 111418. https://doi.org/10.1016/j.engstruct.2020.111418

The structural performance and compression resistances of pin-ended press-braked S960 ultra-high strength steel (UHSS) angle section columns have been studied based on experiments and numerical modelling, and are reported in the present paper. An exp... Read More about Pin-ended press-braked S960 ultra-high strength steel angle section columns: Testing, numerical modelling and design.

Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae (2020)
Journal Article
Mou, B., Zhao, F., Wang, F., & Pan, W. (2021). Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae. Journal of Constructional Steel Research, 176, https://doi.org/10.1016/j.jcsr.2020.106425

This paper presents a comprehensive numerical and theoretical investigation into the flexural capacities of composite joints with reinforced concrete (RC) slab. The improved 3D (three-dimensional) numerical models were established by MSC. Marc (2012)... Read More about Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae.

Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes (2020)
Journal Article
Wang, F., Young, B., & Gardner, L. (2020). Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes. Journal of Constructional Steel Research, 170, Article 105942. https://doi.org/10.1016/j.jcsr.2020.105942

A finite element (FE) investigation into the compressive behaviour of concrete-filled double skin tubular (CFDST) cross-sections with lean duplex and ferritic stainless steel outer tubes is presented. FE models were initially developed and validated... Read More about Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes.

Experimental and numerical studies of pin-ended press-braked S960 ultra-high strength steel channel section columns (2020)
Journal Article
Wang, F., Liang, Y., & Zhao, O. (2020). Experimental and numerical studies of pin-ended press-braked S960 ultra-high strength steel channel section columns. Engineering Structures, 215, Article 110629. https://doi.org/10.1016/j.engstruct.2020.110629

Grade S960 ultra-high strength steel is receiving increasing attention owing to its excellent strength-to-weight ratio. However, its application in construction engineering is rather limited due to the lack of adequate design rules, as the current es... Read More about Experimental and numerical studies of pin-ended press-braked S960 ultra-high strength steel channel section columns.

Experimental and numerical studies of press-braked S690 high strength steel channel section beams (2020)
Journal Article
Zhang, L., Wang, F., Liang, Y., & Zhao, O. (2020). Experimental and numerical studies of press-braked S690 high strength steel channel section beams. Thin-Walled Structures, 148, Article 106499. https://doi.org/10.1016/j.tws.2019.106499

The present paper describes an in-depth experimental and numerical investigation into the flexural responses and strengths of press-braked S690 high strength steel channel section beams bent about the minor principal axes in both the ‘u’ and ‘n’ orie... Read More about Experimental and numerical studies of press-braked S690 high strength steel channel section beams.

CFDST sections with square stainless steel outer tubes under axial compression: Experimental investigation, numerical modelling and design (2020)
Journal Article
Wang, F., Young, B., & Gardner, L. (2020). CFDST sections with square stainless steel outer tubes under axial compression: Experimental investigation, numerical modelling and design. Engineering Structures, 207, Article 110189. https://doi.org/10.1016/j.engstruct.2020.110189

The use of concrete-filled double skin tubular (CFDST) cross-sections for compression members has become increasingly popular in construction. A recently proposed innovative form of CFDST cross-section, ultilising stainless steel for the outer tube,... Read More about CFDST sections with square stainless steel outer tubes under axial compression: Experimental investigation, numerical modelling and design.