Abstract
The directly welded RHS joints are complicated 3-D thin walled structures. In order to get its behavior by theoretical analysis, the material and geometrically nonlinear problems must be considered. The influence of geometric parameters on stepped T-type RHS joint was studied by using finite element method considering material and geometrically nonlinear effect. The formulas of the load-carrying capacity of the joint under axial loading and bending were presented respectively. Based on the analysis results of stepped T-type RHS joints under combined axial loading and bending, a simple design method is proposed.
| Original language | English |
|---|---|
| Pages (from-to) | 456-459 |
| Number of pages | 4 |
| Journal | Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology |
| Volume | 36 |
| Issue number | 4 |
| State | Published - Apr 2004 |
| Externally published | Yes |
Keywords
- Axial loading
- Finite element
- Moment
- RHS-structures
- Static behavior
- Stepped T-type RHS joints
Fingerprint
Dive into the research topics of 'Load-carrying capacity of stepped T-type RHS joints under complicated loading'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver