Behaviour of composite haunched beam connection

N. E. Shanmugam, Y. H. Ng, J. Y Richard Liew

Research output: Contribution to journalArticle

7 Citations (Scopus)

Abstract

This paper is concerned with the behaviour of steel-concrete composite haunch connections. Experiments were carried out to investigate the moment-rotation characteristics and ultimate moment capacity of these connections. Details of the experiments giving information on test specimens, instrumentation, test set-up and test procedures are described. Results obtained for connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these connections display the characteristics of a rigid connection.

Original languageEnglish
Pages (from-to)1451-1463
Number of pages13
JournalEngineering Structures
Volume24
Issue number11
DOIs
Publication statusPublished - Nov 2002
Externally publishedYes

Fingerprint

Composite materials
Failure modes
Experiments
Concretes
Steel

Keywords

  • Composite
  • Connection
  • Design
  • Experiment
  • Haunch
  • Long-span beam

ASJC Scopus subject areas

  • Civil and Structural Engineering

Cite this

Shanmugam, N. E., Ng, Y. H., & Liew, J. Y. R. (2002). Behaviour of composite haunched beam connection. Engineering Structures, 24(11), 1451-1463. https://doi.org/10.1016/S0141-0296(02)00093-7

Behaviour of composite haunched beam connection. / Shanmugam, N. E.; Ng, Y. H.; Liew, J. Y Richard.

In: Engineering Structures, Vol. 24, No. 11, 11.2002, p. 1451-1463.

Research output: Contribution to journalArticle

Shanmugam, NE, Ng, YH & Liew, JYR 2002, 'Behaviour of composite haunched beam connection', Engineering Structures, vol. 24, no. 11, pp. 1451-1463. https://doi.org/10.1016/S0141-0296(02)00093-7
Shanmugam, N. E. ; Ng, Y. H. ; Liew, J. Y Richard. / Behaviour of composite haunched beam connection. In: Engineering Structures. 2002 ; Vol. 24, No. 11. pp. 1451-1463.
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