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Pregled bibliografske jedinice broj: 704352

Effect of confined concrete on compressive strength of RC beams


Radnić, Jure; Markić, Radoslav; Harapin, Alen; Matešan, Domagoj
Effect of confined concrete on compressive strength of RC beams // Advances in Concrete Construction, 1 (2013), 215-223 doi:10.12989/acc2013.01.3.215 (podatak o recenziji nije dostupan, članak, znanstveni)


Naslov
Effect of confined concrete on compressive strength of RC beams

Autori
Radnić, Jure ; Markić, Radoslav ; Harapin, Alen ; Matešan, Domagoj

Izvornik
Advances in Concrete Construction (2287-5301) 1 (2013); 215-223

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
Experiment; confined concrete; beam; compressive strength; stirrups effect

Sažetak
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.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Jure Radnić, )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split

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