Abstract
This paper presents a finite element model to perform heat transfer analysis of concrete-filled stainless steel tubular (CFSST) columns exposed to fire. The selection of suitable values for the convective heat transfer coefficient and emissivity coefficient is discussed. Verification of this model is achieved by comparing the results obtained from the model with test results presented in the literature. Based on the finite element modelling, the temperature development in CFSST columns is compared with that of conventional concrete-filled carbon steel columns.
| Original language | English |
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| Title of host publication | Proceedings of the 10th International Conference on Advances In Steel Concrete Composite and Hybrid Structures, 2-4 July 2012, Singapore |
| Publisher | Research Publishing |
| Pages | 873-880 |
| Number of pages | 8 |
| ISBN (Print) | 9789810726157 |
| Publication status | Published - 2012 |
| Event | International Conference on Advances in Steel Concrete Composite and Hybrid Structures - Duration: 2 Jul 2012 → … |
Conference
| Conference | International Conference on Advances in Steel Concrete Composite and Hybrid Structures |
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| Period | 2/07/12 → … |
Keywords
- finite element method
- heat
- transmission
- steel, stainless
- tubular steel structures