Moment-rotation-temperature curves for semi-rigid joints

K. S. Al-Jabri, I. W. Burgess, T. Lennon, R. J. Plank

Research output: Contribution to journalArticle

67 Citations (Scopus)

Abstract

Although connections are known to have a very significant effect on the behaviour of steel and composite framed buildings in the event of fire, the cost of high temperature tests on the broad range of connections used in practice means that their influence is not well detailed in current design codes. The paucity of data also limits the effective use of numerical models developed to simulate the behaviour of complete structures at elevated temperature. This research describes a series of elevated temperature tests conducted on beam-to-column connections. This paper presents moment - rotation - temperature curves for a variety of connections.

Original languageEnglish
Pages (from-to)281-303
Number of pages23
JournalJournal of Constructional Steel Research
Volume61
Issue number3
DOIs
Publication statusPublished - Mar 2005

Fingerprint

Temperature
Steel
Numerical models
Fires
Composite materials
Costs

Keywords

  • Bare-steel
  • Composite
  • Connections
  • Elevated-temperature
  • Fire
  • Joints
  • Moment - Rotation curves

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Materials Science(all)

Cite this

Moment-rotation-temperature curves for semi-rigid joints. / Al-Jabri, K. S.; Burgess, I. W.; Lennon, T.; Plank, R. J.

In: Journal of Constructional Steel Research, Vol. 61, No. 3, 03.2005, p. 281-303.

Research output: Contribution to journalArticle

Al-Jabri, K. S. ; Burgess, I. W. ; Lennon, T. ; Plank, R. J. / Moment-rotation-temperature curves for semi-rigid joints. In: Journal of Constructional Steel Research. 2005 ; Vol. 61, No. 3. pp. 281-303.
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