Effect of confined concrete on compressive strength of RC beams (CROSBI ID 207166)
Prilog u časopisu | izvorni znanstveni rad
Podaci o odgovornosti
Radnić, Jure ; Markić, Radoslav ; Harapin, Alen ; Matešan, Domagoj
engleski
Effect of confined concrete on compressive strength of RC beams
The results of experimental testing of the effect of confined concrete on compressive strength and ductility of concrete beam subjected to pure bending are presented. The effect of different stirrups forms and spacing, as well as different concrete strengths, on beam carrying capacity and ductility were analyzed. Ultimate strength capacity and deflection of concrete beam increase with the decrease in stirrups spacing. Stirrup form has a great effect on the ultimate carrying capacity and ductility of concrete beam. Stirrups which confined the region of concrete in the compression more contribute to greater compression strength of concrete than common stirrups at the perimeter of the entire cross-section of the beam.
experiment ; confined concrete ; beam ; compressive strength ; stirrups effect
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nije evidentirano
nije evidentirano
nije evidentirano
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Podaci o izdanju
1
2013.
215-223
objavljeno
2287-5301
2287-531X
10.12989/acc2013.01.3.215