Recent research on cold-formed steel beams and columns subjected to elevated temperature

A review

Muhammad Faisal Javed, Nor Hafizah, Shazim Ali Memon, Mohammad Jameel, Muhammad Aslam

Research output: Contribution to journalReview article

10 Citations (Scopus)

Abstract

CFS members are more vulnerable to fire due to high section factor (fire-exposed area to the heated volume). Hence, an extensive review of experimental and numerical studies performed on CFS beams and columns at elevated temperatures is presented. Various types of buckling under different loading conditions and influence of different factors affecting the ultimate capacity and critical temperature of members are discussed. A comparison between different test methods and fire curves used around the world is presented. The research gaps as well as recommendations are also proposed. Conclusively, this review will provide basic data for the development of design codes.

Original languageEnglish
Pages (from-to)686-701
Number of pages16
JournalConstruction and Building Materials
Volume144
DOIs
Publication statusPublished - Jul 30 2017

Fingerprint

Steel
Fires
Temperature
Buckling

Keywords

  • Beams
  • Buckling
  • Cold-formed steel
  • Columns
  • Elevated temperature
  • Fire curves

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

Cite this

Recent research on cold-formed steel beams and columns subjected to elevated temperature : A review. / Javed, Muhammad Faisal; Hafizah, Nor; Memon, Shazim Ali; Jameel, Mohammad; Aslam, Muhammad.

In: Construction and Building Materials, Vol. 144, 30.07.2017, p. 686-701.

Research output: Contribution to journalReview article

Javed, Muhammad Faisal ; Hafizah, Nor ; Memon, Shazim Ali ; Jameel, Mohammad ; Aslam, Muhammad. / Recent research on cold-formed steel beams and columns subjected to elevated temperature : A review. In: Construction and Building Materials. 2017 ; Vol. 144. pp. 686-701.
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