原文传递
Design of Bolted Single Shear Lap Connection with Different Thicknesses of Splice Plates
| 题名： | Design of Bolted Single Shear Lap Connection with Different Thicknesses of Splice Plates |
| 正文语种： | 英文 |
| 作者： | Robert Tremblay;Ali Davaran |
| 作者单位： | Ecole Polytechnique of Montreal |
| 关键词： | Buckling; Single shear lap connections; Sigmoid function; Steel X-Bracing |
| 摘要： | A method based on elastic stability analysis to design bolted single shear lap (SSL) connections, which are traditionally used for hollow structural section (HSS) bracing members, is proposed in this paper. The method includes connections with different lap plate thicknesses. An approximate nonlinear analysis method is also presented to mimic the inelastic buckling and post-buckling response of the con-nections. These approaches are validated by the existing experimental results of three X-bracing specimens and by the numerical results obtained from nonlinear finite element (FE) analysis. The results show that the design procedure proposed hy the current guidelines for the HSS can be improved using the calculated effective length factor of this study. Lastly, a stiffened SSL connection detail is suggested for X-bracings and is assessed through the employed analytical methods. This detail is efficiently able to prevent the formation of the three-hinge buckling mode in SSL connections by omitting one of the involved plastic hinges. By using this detail, the compression strength of the connections is enhanced to a level that is normally demanded by social concentric braced frames (SCBF). |
| 出版日期： | 2020 |
| 出版年： | 2020 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.146 |
| 期： | No.03 |
| 页码： | 04020004 |
相关文献
- Experimental Evaluation of Single-Bolted Lap Joints at Elevated Temperatures
- Combined Bearing and Shear-Out Capacity of Structural Steel Bolted Connections
- Strength of Bolted Lap Joints in Steel Sheets with Smail End Distance
- Service and Ultimate Behavior of Adjustable Bolted Steel Plate Conn ections
- Inelastic Buckling Analysis of Steel X-Bracing with Bolted Single Shear Lap Connections
- Influence of Lap Splices on the Deformation Capacity of RC Walls. I: Database Assembly, Recent Experimental Data, and Findings for Model Development
检索历史
应用推荐
