Abstract
Eight specimens of steel beam to concrete-filled steel tubular (CFST) square hollow section (SHS) column joints using an external ring were tested to assess the hysteretic behaviour under combined constant axial load and cyclical lateral load. A finite element model (FEM) is developed herein to simulate the cyclic behaviour of those joints. The eight specimen tests carried out were modelled using the FEM model. The results obtained from the FEM model were verified against those experimental results.
| Original language | English |
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| Title of host publication | Engaging with Structural Engineering: Proceedings of the Australasian Structural Engineering Conference, ASEC2008, held in Melbourne, Vic., June, 2011 |
| Publisher | The Meeting Planners |
| Number of pages | 10 |
| ISBN (Print) | 9781877040702 |
| Publication status | Published - 2008 |
| Event | Australasian Structural Engineering Conference - Duration: 11 Jul 2012 → … |
Conference
| Conference | Australasian Structural Engineering Conference |
|---|---|
| Period | 11/07/12 → … |
Keywords
- finite element method
- joints (engineering)
- tubular steel structures
- columns
- beams
- concrete