Pregled bibliografske jedinice broj: 704352
Effect of confined concrete on compressive strength of RC beams
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)
CROSBI ID: 704352 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
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
Projekti:
MZO-ZP-083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
