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Modelling of concrete-filled stainless steel columns in fire

  • Brian Uy
  • , Zhong Tao
  • , Fei-Yu Liao
  • , Lin-Hai Han

Research output: Chapter in Book / Conference PaperConference Paper

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.
Original languageEnglish
Title of host publicationIABSE Symposium Bangkok 2009 : Sustainable Infrastructure : Environment Friendly, Safe and Resource Efficient : Report = Rapport = Bericht
PublisherIABSE
Pages25-34
Number of pages10
ISBN (Print)9783857481215
Publication statusPublished - 2009
EventIABSE Symposium -
Duration: 19 Sept 2018 → …

Conference

ConferenceIABSE Symposium
Period19/09/18 → …

Keywords

  • concrete-filled tubes
  • finite element method

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