Pregled bibliografske jedinice broj: 592932
Concrete containing steel slag aggregate: performance after high temperature exposure
Concrete containing steel slag aggregate: performance after high temperature exposure // Concrete Repair, Rehabilitation and Retrofitting III / Alexander, M. et al. (ur.).
London : Delhi: Taylor & Francis, 2012. str. 1347-1352 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 592932 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Concrete containing steel slag aggregate: performance
after high temperature exposure
Autori
Netinger, Ivanka ; Jelčić Rukavina, Marija ; Bjegović, Dubravka ; Mladenovič, Ana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Concrete Repair, Rehabilitation and Retrofitting III
/ Alexander, M. et al. - London : Delhi : Taylor & Francis, 2012, 1347-1352
ISBN
978-0-415-89952-9
Skup
Concrete Repair, Rehabilitation and Retrofitting III
Mjesto i datum
Cape Town, Južnoafrička Republika, 03.09.2012. - 05.09.2012
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
concrete aggregate ; electric arc furnace steel slag ; high temperature
Sažetak
Due to the fact that steel slags are made at the temperatures up to 1600°C, utilization in concretes with improved properties after the exposure to high temperatures is considered in this paper. An experimental program was designed and carried out to study properties of four steel slag based concrete mixtures with different types of cement pastes prior and after heating up to 800°C. Dolomite based concrete mixture was studied as a reference mixture. The results obtained have shown that residual mechanical properties of concrete made with steel slag aggregate are comparable to the reference dolomite concrete up to the tempera- ture of ca. 550°C, while at higher temperatures, steel slag exhibits mineral transformation followed by unstable volumetric expansion which reflected negatively on the residual properties of slag based concrete mixtures. This expansion become stable if the slag was previously heated up to 1000°C.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus