Pregled bibliografske jedinice broj: 1095784
Experimental investigation on bond-slip behavior of selfconsolidating rubberized concrete
Experimental investigation on bond-slip behavior of selfconsolidating rubberized concrete // IOP Conference Series: Materials Science and Engineering Volume 867, Issue 1
Vysoké Tatry, Slovačka: IOP Publishing, 2020. 012038, 7 doi:10.1088/1757-899X/867/1/012038 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1095784 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Experimental investigation on bond-slip behavior of
selfconsolidating rubberized concrete
Autori
Jeleč, Kristina ; Jeleč, Mario ; Kalman Šipoš, Tanja ; Grubišić, Marin ; Lukić, Sanja
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
IOP Conference Series: Materials Science and Engineering Volume 867, Issue 1
/ - : IOP Publishing, 2020
Skup
Young Scientists 2020 (YS20)
Mjesto i datum
Vysoké Tatry, Slovačka, 15.10.2020. - 16.10.2020
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Rubberised concrete ; pull-out test ; bond-slip behavior ; experiment
Sažetak
Reducing the industry’s impact on the environment is the goal of sustainable construction which can be achieved by using renewable and recyclable resources such as scrap tire waste. The great potential of this waste is found in construction mostly as a partial replacement of mineral aggregate in concrete and mortars, asphalt mixtures and geotechnical works. Previous studies on the self-consolidating rubberized concrete (SCRC) are mostly concerned with the mechanical properties of rubberized concrete. However, in order to allow structural application, it is also necessary to investigate bond-slip behavior of SCRC and reinforcement bars. Thus, in this paper pull-out tests are performed on 24 cubic samples with reinforcement confinement. Three different SCRC mixtures are made, first with concrete without rubber particles as reference mixture, second with 10%, and third with 15% rubber particles and 5% silica fume. The other parameter varied is diameter of steel bars ("∅12, ∅16, and ∅20 mm"). From the results obtained in experimental investigation, key bond parameters and failure modes of SCRC are compared with bond-slip behavior of self- consolidating concrete (SCC).
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
--UIP-2017-05-7113 - Razvoj armiranobetonskih elemenata i sustava s otpadnim prahom automobilskih guma (ReCoTiP) (Miličević, Ivana) ( CroRIS)
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Profili:
Marin Grubišić
(autor)
Kristina Jeleč
(autor)
Tanja Kalman Šipoš
(autor)
Mario Jeleč
(autor)
Sanja Lukić
(autor)
Poveznice na cjeloviti tekst rada:
Pristup cjelovitom tekstu rada doi iopscience.iop.org www.researchgate.netCitiraj ovu publikaciju:
Časopis indeksira:
- Scopus