Tests of model reinforced concrete circular slabs

Y. J. Chen*, H. L. Chen, A. N. Dancygier, Surendra P. Shah, L. M. Keer

*Corresponding author for this work

Research output: Contribution to journalArticle

3 Scopus citations

Abstract

Six small-scale circular reinforced concrete slabs with variable thicknesses and reinforcement ratios were tested to establish their load-deflection relationships. The slabs were made of microconcrete and miniaturized reinforcements. An analysis based on equilibrium equations, kinematic relations, yield conditions, a flow rule, and an assumed elastic-plastic failure mechanism was performed and the results of the model tests were compared with the analysis. The influence of membrane forces, concrete compressive strength, specimen thickness, reinforcement ratio, rate of loading, and degree of end restraint were studied.

Original languageEnglish (US)
Pages (from-to)727-737
Number of pages11
JournalACI Structural Journal
Volume87
Issue number6
StatePublished - Nov 1 1990

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

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