Modelling of steel-concrete composite joints

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

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

The results on the investigation of composite connections are discussed, where the effects of reinforcement ratio and concrete refinement at the junction of composite beam and composite are considered. Connection behavior in respect with moment capacity, rotation capacity, rotational stiffness and ductility are studied and the results are used to verify the existing analytical models. Six specimens of steel-concrete composite joints are tested to failure and all specimens are of cruciform arrangement.

Original languageEnglish
Pages (from-to)247-249
Number of pages3
JournalJournal of Constructional Steel Research
Volume46
Issue number1-3
DOIs
Publication statusPublished - Apr 1998
Externally publishedYes

Fingerprint

Steel
Concretes
Composite materials
Ductility
Analytical models
Reinforcement
Stiffness

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Materials Science(all)

Cite this

Shanmugam, N. E., Yu, C. H., Liew, J. Y. R., & Teo, T. H. (1998). Modelling of steel-concrete composite joints. Journal of Constructional Steel Research, 46(1-3), 247-249. https://doi.org/10.1016/S0143-974X(98)00125-4

Modelling of steel-concrete composite joints. / Shanmugam, N. E.; Yu, C. H.; Liew, J. Y Richard; Teo, T. H.

In: Journal of Constructional Steel Research, Vol. 46, No. 1-3, 04.1998, p. 247-249.

Research output: Contribution to journalArticle

Shanmugam, NE, Yu, CH, Liew, JYR & Teo, TH 1998, 'Modelling of steel-concrete composite joints', Journal of Constructional Steel Research, vol. 46, no. 1-3, pp. 247-249. https://doi.org/10.1016/S0143-974X(98)00125-4
Shanmugam, N. E. ; Yu, C. H. ; Liew, J. Y Richard ; Teo, T. H. / Modelling of steel-concrete composite joints. In: Journal of Constructional Steel Research. 1998 ; Vol. 46, No. 1-3. pp. 247-249.
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