原文传递
Weld Effective Lengths for Axially Loaded Transverse Plate-to-CHS Connections
| 题名： | Weld Effective Lengths for Axially Loaded Transverse Plate-to-CHS Connections |
| 正文语种： | eng |
| 作者： | Benjamin R. W. Newcomb;Kyle Tousignant |
| 作者单位： | Dalhousie Univ.;Dalhousie Univ. |
| 摘要： | Abstract Large-scale experimental tests were conducted to evaluate the strength of partial joint penetration (PJP) groove welds in axially loaded transverse plate-to-circular hollow section (CHS) X-connections. Six connections, comprising 12 joints, were designed to investigate the influence of branch-to-chord width ratio and chord slenderness on weld strength. Nonuniform strain distributions were observed in the branches adjacent to the joints, indicating that the welds were only partially effective. Results from the experimental tests were used to evaluate design guidance for PJP welds in the American steel design standard, AISC 360-16, and a weld effective length equation is proposed for axially loaded plate-to-CHS connections. |
| 出版年： | 2023 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 149 |
| 期： | 7 |
| 页码： | 04023074.1-04023074.11 |
相关文献
- Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints
- Economical Weld Details and Design for Continuity and Doubler Plates in Steel Special Moment Frames
- Bolted CHS Flange-Plate Connections under Bending
- Experimental Investigation and Design of Concrete-Filled Steel Tubular CHS Connections
- Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities
- Design of Single-Sided Fillet Welds under Transverse Load
检索历史
应用推荐
