Pregled bibliografske jedinice broj: 1131501
Post-cooling compressive behaviour of high- strength self-compacting concrete
Post-cooling compressive behaviour of high- strength self-compacting concrete // Proceedings of the International Conference in Ljubljana, 10-11 June, 2021 in edition of Application of Structural Fire Engineering / Pečenko, Robert ; Huč, Sabina ; Chifliganec, Cvetanka ; Hozjan Tomaž (ur.).
Ljubljana: University of Ljubljana, Faulty of Civil and Geodetic Engineering, 2021. str. 104-109 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1131501 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Post-cooling compressive behaviour of high-
strength
self-compacting concrete
Autori
Jelčić Rukavina, M ; Gabrijel, Ivan ; Netinger Grubeša, Ivanka
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the International Conference in Ljubljana, 10-11 June, 2021 in edition of Application of Structural Fire Engineering
/ Pečenko, Robert ; Huč, Sabina ; Chifliganec, Cvetanka ; Hozjan Tomaž - Ljubljana : University of Ljubljana, Faulty of Civil and Geodetic Engineering, 2021, 104-109
ISBN
978-961-6884-71-6
Skup
Application of Structural Fire Engineering (ASFE 2021)
Mjesto i datum
Ljubljana, Slovenija, 10.06.2021. - 11.06.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
self-compacting concrete, high temperatures, stress-strain curves, mechanical properties
Sažetak
Decades of research have shown that concrete structures can be severely damaged depending on the fire exposure temperature and duration, but in most cases can retain the essential part of their load-bearing capacity after fire exposure. To assess the damage to structures and propose repair measures, it is essential to evaluate the residual properties of the material composing the structural element. This paper presents the experimental investigation of the compressive stress-strain relationship for self-compacting concrete mixes with different binders before and after heating to high temperatures up to 800°C. Specimens were tested in uniaxial compression both under ambient conditions and after exposure to a predefined elevated temperature. The mechanical properties in terms of compressive strength, modulus of elasticity and strain at peak strength were calculated from stress-strain curves and compared with the values in the unheated condition. The results showed that for the tested mixes, the difference in residual mechanical properties can significantly vary depending on the type of binder used
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski i arhitektonski fakultet Osijek