Modelling of Concrete-Filled Stainless Steel Columns in Fire
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Bibliographic Details
| Author(s): |
Brian Uy
Zhong Tao Fei-Yu Liao Lin-Hai Han |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 | ||||
| Published in: | IABSE Symposium Bangkok 2009 | ||||
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| Page(s): | 25-34 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2009 | ||||
| DOI: | 10.2749/222137809796205674 | ||||
| Abstract: |
This paper investigates the finite element (FE) modelling of concrete-filled stainless steel tubular (CFSST) columns under ISO 834 standard fire, where heat properties, nonlinear material behaviour at elevated temperatures, enhanced strength corner properties of steel, and initial geometric imperfections were all included. Using the FE method, the behaviour of concrete-filled stainless steel tubular columns at elevated temperatures is compared with that of carbon steel composite columns. |
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| Keywords: |
finite element analysis FEA concrete-filled stainless steel tubes standard fire fire performance
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