Abstract
A finite element (FE) model is established to investigate the temperature field of hybrid stainless-carbon steel beam-column composite joints under the ISO 834 fire including a cooling phase. Two types of joints, including concrete filled carbon steel tubular column to steel beam joints and concrete filled stainless steel tubular column to steel beam joints are simulated. Based on the FE modelling, the temperature development of the composite joints in the heating and cooling fire stages is analysed and discussed.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13): 8-12 September 2013, Jeju, Korea |
| Publisher | Techno-Press |
| Pages | 1339-1350 |
| Number of pages | 12 |
| ISBN (Print) | 9788989693376 |
| Publication status | Published - 2013 |
| Event | World Congress on Advances in Structural Engineering and Mechanics - Duration: 8 Sept 2013 → … |
Conference
| Conference | World Congress on Advances in Structural Engineering and Mechanics |
|---|---|
| Period | 8/09/13 → … |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 7 Affordable and Clean Energy -
SDG 9 Industry, Innovation, and Infrastructure -
SDG 12 Responsible Consumption and Production
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