Behaviour of steel and composite beam-column connections in fire

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

Research output: Contribution to journalArticle

47 Citations (Scopus)

Abstract

The degradation of steel and composite connection characteristics at elevated temperatures is investigated. Five series of tests are carried out in a portable connection furnace at the Building Research Establishment. The test series includes two full end-plate and one flexible end-plate bare steel connections, and two flexible end-plate composite connections. Moment-ratio-temperature curves for different connection types are interpolated from the results obtained from tests at constant level with increasing temperature. It is found that the elevated temperature tests of all types produced failure modes similar to those which happened to the same connection at ambient temperature. In nearly all cases the degradation is small up to 400 °C.

Original languageEnglish
Pages (from-to)308-309
Number of pages2
JournalJournal of Constructional Steel Research
Volume46
Issue number1-3
DOIs
Publication statusPublished - Apr 1998

Fingerprint

Steel
Fires
Composite materials
Temperature
Degradation
Failure modes
Furnaces

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Materials Science(all)

Cite this

Behaviour of steel and composite beam-column connections in fire. / Al-Jabri, K. S.; Lennon, T.; Burgess, I. W.; Plank, R. J.

In: Journal of Constructional Steel Research, Vol. 46, No. 1-3, 04.1998, p. 308-309.

Research output: Contribution to journalArticle

Al-Jabri, K. S. ; Lennon, T. ; Burgess, I. W. ; Plank, R. J. / Behaviour of steel and composite beam-column connections in fire. In: Journal of Constructional Steel Research. 1998 ; Vol. 46, No. 1-3. pp. 308-309.
@article{a922def65d7447a4afc7f9707f7636dc,
title = "Behaviour of steel and composite beam-column connections in fire",
abstract = "The degradation of steel and composite connection characteristics at elevated temperatures is investigated. Five series of tests are carried out in a portable connection furnace at the Building Research Establishment. The test series includes two full end-plate and one flexible end-plate bare steel connections, and two flexible end-plate composite connections. Moment-ratio-temperature curves for different connection types are interpolated from the results obtained from tests at constant level with increasing temperature. It is found that the elevated temperature tests of all types produced failure modes similar to those which happened to the same connection at ambient temperature. In nearly all cases the degradation is small up to 400 °C.",
author = "Al-Jabri, {K. S.} and T. Lennon and Burgess, {I. W.} and Plank, {R. J.}",
year = "1998",
month = "4",
doi = "10.1016/S0143-974X(98)00059-5",
language = "English",
volume = "46",
pages = "308--309",
journal = "Journal of Constructional Steel Research",
issn = "0143-974X",
publisher = "Elsevier BV",
number = "1-3",

}

TY - JOUR

T1 - Behaviour of steel and composite beam-column connections in fire

AU - Al-Jabri, K. S.

AU - Lennon, T.

AU - Burgess, I. W.

AU - Plank, R. J.

PY - 1998/4

Y1 - 1998/4

N2 - The degradation of steel and composite connection characteristics at elevated temperatures is investigated. Five series of tests are carried out in a portable connection furnace at the Building Research Establishment. The test series includes two full end-plate and one flexible end-plate bare steel connections, and two flexible end-plate composite connections. Moment-ratio-temperature curves for different connection types are interpolated from the results obtained from tests at constant level with increasing temperature. It is found that the elevated temperature tests of all types produced failure modes similar to those which happened to the same connection at ambient temperature. In nearly all cases the degradation is small up to 400 °C.

AB - The degradation of steel and composite connection characteristics at elevated temperatures is investigated. Five series of tests are carried out in a portable connection furnace at the Building Research Establishment. The test series includes two full end-plate and one flexible end-plate bare steel connections, and two flexible end-plate composite connections. Moment-ratio-temperature curves for different connection types are interpolated from the results obtained from tests at constant level with increasing temperature. It is found that the elevated temperature tests of all types produced failure modes similar to those which happened to the same connection at ambient temperature. In nearly all cases the degradation is small up to 400 °C.

UR - http://www.scopus.com/inward/record.url?scp=0032035918&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0032035918&partnerID=8YFLogxK

U2 - 10.1016/S0143-974X(98)00059-5

DO - 10.1016/S0143-974X(98)00059-5

M3 - Article

VL - 46

SP - 308

EP - 309

JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

SN - 0143-974X

IS - 1-3

ER -