Pregled bibliografske jedinice broj: 1123549
Degradation of tension stiffening due to corrosion - an experimental study on cracked specimens
Degradation of tension stiffening due to corrosion - an experimental study on cracked specimens // Proceedings of the 2nd International Conference CoMS 2020/21 / Šajna, A. ; Legat, A. ; Jordan, S. ; Horvat, P. ; Kemperle, E. ; Dolenec, S. ; Ljubešek, M. ; Michelizza, M. (ur.).
Ljubljana: Slovenian National Building and Civil Engineering Institute, 2020. str. 287-294 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1123549 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Degradation of tension stiffening due to corrosion - an experimental study on cracked specimens
Autori
Šćulac, Paulo ; Grandić Davor ; Štimac Grandić, Ivana
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, S. ; Horvat, P. ; Kemperle, E. ; Dolenec, S. ; Ljubešek, M. ; Michelizza, M. - Ljubljana : Slovenian National Building and Civil Engineering Institute, 2020, 287-294
ISBN
978-961-94071-8-9
Skup
2nd International Conference on Construction Materials for a Sustainable Future (CoMS 2020/21)
Mjesto i datum
Online, 20.04.2021. - 21.04.2021
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
reinforced concrete, accelerated corrosion, pitting, tension stiffening, deterioration, uniaxial tension
Sažetak
In this work an experimental research will be presented in which reinforced concrete specimens were exposed to accelerated corrosion and tested in uniaxial tension in order to investigate the degradation of tension stiffening due to reinforcement corrosion. Before exposing the reinforced concrete specimens to accelerated corrosion in a cyclic corrosion test chamber cracks were introduced into the specimens. Testing was conducted on both corroded and controlling un-corroded specimens, and a relationship between the applied load and mean strain of the cracked specimens was established. The proposed test-setup is closer to the nature of a great number of reinforced concrete structures subjected mainly to bending, meaning that the cracks form in concrete members already at the beginning of the exploitation of the construction, i.e. well before the corrosion process has started.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
NadSve-Sveučilište u Rijeci-uniri-tehnic-18-127 - Poboljšanje proračunskih modela za ocjenu stanja građevinskih konstrukcija (Štimac Grandić, Ivana, NadSve ) ( CroRIS)
EK-EFRR-RC.2.2.06-0001 - Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci (RISK) (Ožanić, Nevenka, EK - Operativni program Regionalna konkurentnost) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka