Now showing items 1-5 of 5

    • Experimental Assessment of Bolted Moment End-plate Connections 

      Zhu, Chen; Rasmussen, Kim; Yan, Shen; Zhang, Hao (American Society of Civil Engineers, 2019-08)
      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 ...
    • Experimental evaluation of the full-range behaviour of steel beam-to-column connections 

      Yan, Shen; Rasmussen, Kim; Jiang, Luli; Zhu, Chen; Zhang, Hao (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 ...
    • Full-range behaviour of semi-rigid steel connections 

      Zhu, Chen; Jiang, Luli; Rasmussen, Kim; Yan, Shen; Zhang, Hao (9th International Conference on Advances in Steel Structures, 2018-12)
      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 ...
    • Generalised Component Model for Structural Steel Joints 

      Zhu, Chen; Rasmussen, Kim; Yan, Shen (Elsevier, 2019-02)
      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 ...
    • Recent developments on the Component Method 

      Rasmussen, Kim; Zhao, Xianzhong; Yan, Shen; Dai, Liusi; Zhu, Chen; Jiang, Luli (The 14th Nordic Steel Construction Conference, 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 ...