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Fire resistance of axially loaded concrete filled steel tube columns

  • Jing Yin*
  • , Xiao Xiong Zha
  • , Long Yuan Li
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology
  • Aston University

Research output: Contribution to journalArticlepeer-review

Abstract

The behaviour of axially loaded square and circular concrete-filled steel tube (CFST) columns when exposed to elevated temperatures is investigated in this paper. The fire resistance of this kind of composite tubes is calculated. Comparison of the square and circular columns in the fire resistance shows that, for columns with the same steel and concrete cross-section areas, the circular column has slightly better fire resistance than the square column.

Original languageEnglish
Pages (from-to)723-729
Number of pages7
JournalJournal of Constructional Steel Research
Volume62
Issue number7
DOIs
StatePublished - Jul 2006
Externally publishedYes

Keywords

  • Columns
  • Composite
  • Concrete
  • Fire resistance
  • Steel
  • Tubes

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