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.
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/10.1260/1708-52184.108.40.2067Download as .RIS
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