Pregled bibliografske jedinice broj: 1130916
Study on mechanical and durability properties of concrete with RTPF after high temperature exposure
Study on mechanical and durability properties of concrete with RTPF after high temperature exposure // Proceedings of the 2nd International Conference CoMS 2020/21 / Šajna, A. ; Legat, A. ; Jordan, J. ; Horvat, P. ; Kemperle, E. ; Dolenec, S. ; Ljubešek, M. ; Michelizza, M. (ur.).
Ljubljana: Slovenian National Building and Civil Engineering Institute (ZAG), 2021. str. 58-64 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Study on mechanical and durability properties of
concrete with RTPF after high temperature exposure
Autori
Jelčić Rukavina, Marija ; Baričević, Ana ; Serdar, Marijana ; Grubor, Martina
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 2nd International Conference CoMS 2020/21
/ Šajna, A. ; Legat, A. ; Jordan, J. ; Horvat, P. ; Kemperle, E. ; Dolenec, S. ; Ljubešek, M. ; Michelizza, M. - Ljubljana : Slovenian National Building and Civil Engineering Institute (ZAG), 2021, 58-64
ISBN
978-961-7125-01-6
Skup
Construction Materials for a Sustainable Future (CoMS_2020/2021)
Mjesto i datum
Bled, Slovenija; online, 20.04.2021. - 21.04.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
recycled tyre polymer fibres (RTPF), polypropylene fibres (PPF), residual properties
Sažetak
This paper presents the results of an experimental study conducted to evaluate the effect of recycled tyre polymer fibres (RTPF) on the mechanical and durability properties of concrete after high temperature exposure as an alternative to polypropylene fibres (PPF) for spalling mitigation. For this purpose, three different concrete mixes were tested: conventional concrete without fibres and two mixes with 2 kg/m3 of RTPF and PPF respectively. After one year of curing, the specimens were tested under ambient conditions and after exposure to a predefined elevated temperature of up to 500°C with respect to compressive strength, modulus of elasticity, UPV and water absorption. The results obtained in this study lead to the important conclusion that the addition of RTPFs in an amount of 2 kg/m3 can be used as a substitute for PPF to prevent explosive spalling in heated concrete, but without further degradation of the mechanical and durability properties that may be caused by their melting.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb
Profili:
Ana Baričević
(autor)
Martina Grubor
(autor)
Marijana Serdar
(autor)
Marija Jelčić Rukavina
(autor)