Stirrup effects on compressive strength and ductility of confined concrete columns
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Faculty of Civil Engineering, Architecture and Geodesy, University of Split, 21000 Split, Croatia
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Abstract
The results of experimental testing of stirrup effects on compressive strength and ductility of axially loaded confined reinforced concrete columns of rectangular cross-section are presented. Effects of different concrete strengths, different stirrup bar diameters and different stirrup spacing on column's bearing capacity and ductility have been researched.
Keywords
Citation
Radnic, J., Markic, R., Harapin, A., Matesan, D. and Baloevic, G. (2014), "Stirrup effects on compressive strength and ductility of confined concrete columns", World Journal of Engineering, Vol. 10 No. 6, pp. 497-506. https://doi.org/10.1260/1708-5284.10.6.497
Publisher
:Emerald Group Publishing Limited