| Download | - View accepted manuscript: Achieving fire resistance in steel columns through composite construction (PDF, 330 KiB)
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| Author | Search for: Kodur, V. K. R.1 |
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| Affiliation | - National Research Council of Canada. NRC Institute for Research in Construction
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| Format | Text, Article |
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| Conference | Structures Congress '05, April 21, 2005, New York, NY, USA |
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| Subject | high strength concrete; steel HSS columns; fire resistance; high temperature behaviour; concrete-filled columns; Concrete columns |
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| Abstract | Hollow structural steel columns, which are widely used in the construction of framed structures in industrial buildings, are often filled with concrete in order to achieve an increased load-bearing capacity. In recent years, high strength concrete is becoming an attractive alternative, to traditional plain concrete, since it increases the load-carrying capacity of hollow structural sections (HSS). . In this paper the fire performance of high strength concrete-filled steel hollow structural section (HSS) columns is presented for various types of concrete filling. A comparison is made of the fire resistance performance of HSS columns filled with normal strength concrete (NSC) and high strength concrete (HSC). The factors that influence the behaviour of HSC-filled HSS columns, under fire conditions, are discussed. |
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| Publication date | 2005-04-21 |
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| In | |
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| Language | English |
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| Peer reviewed | Yes |
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| NRC number | NRCC 47730
NRC-IRC-17011 |
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| NPARC number | 20377672 |
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| Export citation | Export as RIS |
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| Report a correction | Report a correction (opens in a new tab) |
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| Record identifier | 41cfe899-110c-4962-a5ff-a4b7556e5a1c |
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| Record created | 2012-07-24 |
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| Record modified | 2020-04-07 |
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