Pregled bibliografske jedinice broj: 647590
Mechanical properties of self-compacting concrete with different mineral additives after high temperature exposure
Mechanical properties of self-compacting concrete with different mineral additives after high temperature exposure // Proceedings of International Conference Applications of Structural Fire Engineering / Wald F., Burgess I., Horová K., Jána T., Jirk J. (ur.).
Prag: Czech technical university in Prague, 2013. str. 467-473 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Mechanical properties of self-compacting concrete with different mineral additives after high temperature exposure
Autori
Jelčić Rukavina, Marija ; Bjegović, Dubravka ; Gabrijel, Ivan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of International Conference Applications of Structural Fire Engineering
/ Wald F., Burgess I., Horová K., Jána T., Jirk J. - Prag : Czech technical university in Prague, 2013, 467-473
ISBN
978-80-01-05204-4
Skup
International Conference Application of Structural Fire Engineering
Mjesto i datum
Prag, Češka Republika, 19.04.2013. - 20.04.2013
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
self-compacting concrete; high temperature; metakaolin; fly ash; limestone
Sažetak
This paper presents an experimental research on the performance of high-strength self-compacting concrete (SCC) with different mineral additives after exposure to high temperature of up to 600°C. For this purpose, four SCC mixtures were studied: one reference and three mixtures where the Portland cement was replaced with mineral additive (fly ash, metakaolin and limestone) in certain proportions. After natural cooling in the furnace, compressive strength and static modulus of elasticity were determined and compared to results obtained from other studies and those provided in EN 1992-1-2 and EN 1994-1-2 for normal-vibrated concrete. Additionally, in order to characterize the damage of the specimens caused by high temperatures, AE parameters during compression test of heated and unheated specimens were also obtained.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb