• Experimental Assessment of Bolted Moment End-plate Connections 

      Zhu, Chen; Rasmussen, Kim; Yan, Shen; Zhang, Hao
      Published 2019-08-01
      The paper summarizes experiments conducted at the University of Sydney on bolted moment end-plate connections. The overall context of this work was to obtain full-range moment-rotation curves of the connections which can ...
      Open Access
      Article
    • Experimental evaluation of the full-range behaviour of steel beam-to-column connections 

      Yan, Shen; Rasmussen, Kim; Jiang, Luli; Zhu, Chen; Zhang, Hao
      Published 2020-01-22
      The paper summarises recent experimental research undertaken at the University of Sydney on determining the full-range behaviour of steel beam-to-column connections. Three series of tests were conducted on three different ...
      Article
    • Full-range behaviour of semi-rigid steel connections 

      Zhu, Chen; Jiang, Luli; Rasmussen, Kim; Yan, Shen; Zhang, Hao
      Published 2018-12-01
      The paper summarises recent research programs undertaken at the University of Sydney on determining the full-range behaviour of steel connections including post-peak softening and fracture. The overall context of this work ...
      Open Access
      Conference paper
    • Generalised Component Model for Structural Steel Joints 

      Zhu, Chen; Rasmussen, Kim; Yan, Shen
      Published 2019-02-01
      This paper presents a generalised component model for structural steel joints that extends the Component Method to the post-ultimate and post-fracture ranges. In this approach, a tri-linear spring model was developed for ...
      Embargoed
      Article
    • Recent developments on the Component Method 

      Rasmussen, Kim; Zhao, Xianzhong; Yan, Shen; Dai, Liusi; Zhu, Chen; Jiang, Luli
      Published 2019-09-16
      The Component Method is well established and incorporated in Part 1.8 of Eurocode3 for the design of connections of steel frameworks. It is primarily intended to provide the elastic joint stiffness, although Part 1.8 ...
      Open Access
      Conference paper