Statistical analysis of confined high strength concrete

A. J. Kappos, D. Konstantinidis

Research output: Contribution to journalArticlepeer-review

36 Scopus citations

Abstract

Model uncertainty associated with the maximum strength, ductility and toughness of high strength concrete confined by rectilinear ties is statistically quantified for ten analytical models. These models are applied to predict the results of 108 large-scale specimens tested under uniaxial compression. An empirical model is proposed for the complete description of the stress-strain curve of tie-confined high strength concrete and proves to be in good agreement with the aforementioned data.

Original languageBritish English
Pages (from-to)734-748
Number of pages15
JournalMaterials and Structures/Materiaux et Constructions
Volume32
Issue number10
DOIs
StatePublished - Dec 1999

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