Journal
MAGAZINE OF CONCRETE RESEARCH
Volume 60, Issue 10, Pages 735-745Publisher
ICE PUBLISHING
DOI: 10.1680/macr.2007.00115
Keywords
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Funding
- National Natural Science Foundation of China [50608019]
- Chinese Ministry of Education [205083]
- New Century Outstanding Talents Supporting Project of Universities in Fujian Province
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While there is abundant research on fibre reinforced polymer (FRP)-confined circular concrete columns, information on FRP-confined rectangular concrete columns is much more limited. This paper thus presents the axial compression test results of carbon fibre reinforced polymer (CFRP)-confined concrete short columns with rectangular cross-sections. The parameters considered in this study were (a) the concrete strength; (b) the cross-sectional aspect ratio; (d) the number of CFRP layers; and (d) the corner radius. Five existing design-oriented models were used to predict the stress-strain curves of the test specimens with an aim to verify their accuracy. Considerable deviations were found between various model predictions.
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