Pregled bibliografske jedinice broj: 568849
Short term reduction of mechanical properties of high strength concrete after cooling to ambient temperature
Short term reduction of mechanical properties of high strength concrete after cooling to ambient temperature // RILEM Workshop / Koenders, E.A.B. ; Dehn F. (ur.).
Delft, Nizozemska, 2011. str. 173-180 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Short term reduction of mechanical properties of high strength concrete after cooling to ambient temperature
Autori
Torić, Neno ; Jelčić-Rukavina, Marija ; Bjegović, Dubravka ; Peroš, Bernardin
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
RILEM Workshop
/ Koenders, E.A.B. ; Dehn F. - , 2011, 173-180
ISBN
978-2-35158-118-6
Skup
Second International Workshop on Concrete Spalling due to Fire Exposure
Mjesto i datum
Delft, Nizozemska, 05.10.2011. - 07.10.2011
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Concrete; High temperature; Residual mechanical properties; hollow-core slab
Sažetak
This paper presents experimental study of short-term loss (in time intervals up to 96 hours after initial cooling) of residual mechanical properties of high strength concrete after heating to temperatures 100 – 800°C. Concrete mixture used in the study is specific for the production of hollow core slabs, comprised of standard Portland cement, calcareous aggregate with fraction of 0-8 mm and with 0.33 water/cement ratio. The study comprises residual compressive strength, tensile splitting strength, static and dynamic modulus of elasticity and stress-strain relationship. Experimental results are compared with those obtained from other studies, EN 1994-1-2 and EN 1992-1-2. The results show that compressive strength of concrete has a significant reduction during the first 48 hours, especially at temperatures between 400-800°C. Results of the residual tensile strength show a slight increase at temperatures below 220°C, with a linear reduction at temperatures between 400-600°C. Study of the dynamic and static modulus of elasticity shows that both properties are decreased, but remain constant during the period of 96 hours after cooling. The results presented in this paper were obtained as a part of the ongoing research concerning the behavior of prestressed hollow core concrete slabs in fire.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
082-0822161-2159 - RAZVOJ NOVIH MATERIJALA I SUSTAVA ZAŠTITE BETONSKIH KONSTRUKCIJA
083-0821466-1465 - POUZDANOST KONSTRUKCIJA I PROCJENA RIZIKA USLIJED EKSTREMNIH DJELOVANJA
Ustanove:
Građevinski fakultet, Zagreb,
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Marija Jelčić Rukavina
(autor)
Bernardin Peroš
(autor)
Neno Torić
(autor)
Dubravka Bjegović
(autor)