All Outputs (4)

Computational analysis of axially loaded thin-walled rectangular concrete-filled stainless steel tubular short columns incorporating local buckling effects (2021)
Journal Article
Ahmed, M., Tran, V. L., Ci, J., Yan, X. F., & Wang, F. (2021). Computational analysis of axially loaded thin-walled rectangular concrete-filled stainless steel tubular short columns incorporating local buckling effects. Structures, 34, 4652-4668. https://doi.org/10.1016/j.istruc.2021.10.068

This paper investigates the structural performance of concrete-filled stainless steel tubular (CFSST) columns composed of rectangular and square sections. A fiber-based mathematical model is developed to simulate the nonlinear performance of such col... Read More about Computational analysis of axially loaded thin-walled rectangular concrete-filled stainless steel tubular short columns incorporating local buckling effects.

Testing and numerical modelling of circular CFDST cross-sections with stainless steel outer tubes in bending (2021)
Journal Article
Wang, F., Young, B., & Gardner, L. (2021). Testing and numerical modelling of circular CFDST cross-sections with stainless steel outer tubes in bending. Engineering Structures, 247, Article 113170. https://doi.org/10.1016/j.engstruct.2021.113170

The structural performance of circular concrete-filled double skin tubular (CFDST) cross-sections with stainless steel outer tubes has been examined herein based on experiments and numerical modelling. A laboratory testing programme comprising a tota... Read More about Testing and numerical modelling of circular CFDST cross-sections with stainless steel outer tubes in bending.

Experimental and numerical analysis of preload in Extended Hollo-Bolt blind bolts (2021)
Journal Article
Cabrera, M., Tizani, W., Ninic, J., & Wang, F. (2021). Experimental and numerical analysis of preload in Extended Hollo-Bolt blind bolts. Journal of Constructional Steel Research, 186, Article 106885. https://doi.org/10.1016/j.jcsr.2021.106885

Adequate initial bolt preload is necessary to ensure the strength and stiffness of bolted connections. In this study, an experimental torque control method was used to determine the relationship between tightening torque and preload of nine Extended... Read More about Experimental and numerical analysis of preload in Extended Hollo-Bolt blind bolts.

Behaviour and design of high-strength concrete-filled rectangular ferritic stainless steel tubular (CFFSST) short columns subjected to axial compression (2021)
Journal Article
Yan, X. F., Hassanein, M. F., Wang, F., & He, M. N. (2021). Behaviour and design of high-strength concrete-filled rectangular ferritic stainless steel tubular (CFFSST) short columns subjected to axial compression. Engineering Structures, 242, Article 112611. https://doi.org/10.1016/j.engstruct.2021.112611

Concrete-filled stainless steel tubes (CFSSTs) are increasingly applied in current composite structures owing to their excellent performance characterized by aesthetic appearance, high corrosion resistance and durability, and ease of maintenance. Com... Read More about Behaviour and design of high-strength concrete-filled rectangular ferritic stainless steel tubular (CFFSST) short columns subjected to axial compression.