Composite joints subject to reversal of loading-Part 2: Analytical assessments

J. Y Richard Liew, T. H. Teo, N. E. Shanmugam

Research output: Contribution to journalArticle

20 Citations (Scopus)

Abstract

The experimental results of composite beam-to-column joints subject to reversal of moments have been reported in the companion paper [J. Construct. Steel Res. 2003 Doi: 10.1016/j.jcsr.2003.08.010]. This paper presents the analytical assessment of moment capacity and initial rotational stiffness of the beam-to-column joints. The predicted results are compared with those obtained from the tests. The component method extracts from Eurocodes 3 and 4 and its companion document was used to determine the negative moment capacity and initial rotational stiffness. Based on the same principles, the method was extended to calculate the properties of joints subjected to positive moment. Comparison of results shows reasonable correlation except, however, the Eurocode method is found to overestimate the rotational stiffness of joint specimens subjected to negative moment.

Original languageEnglish
Pages (from-to)247-268
Number of pages22
JournalJournal of Constructional Steel Research
Volume60
Issue number2
DOIs
Publication statusPublished - Feb 2004
Externally publishedYes

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Stiffness
Composite materials
Steel

Keywords

  • Component method
  • Composite joint
  • Initial rotational stiffness
  • Joint capacity
  • Joint design
  • Moment rotational curves

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Materials Science(all)

Cite this

Composite joints subject to reversal of loading-Part 2 : Analytical assessments. / Liew, J. Y Richard; Teo, T. H.; Shanmugam, N. E.

In: Journal of Constructional Steel Research, Vol. 60, No. 2, 02.2004, p. 247-268.

Research output: Contribution to journalArticle

Liew, J. Y Richard ; Teo, T. H. ; Shanmugam, N. E. / Composite joints subject to reversal of loading-Part 2 : Analytical assessments. In: Journal of Constructional Steel Research. 2004 ; Vol. 60, No. 2. pp. 247-268.
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