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Study of corrosion rate in reinforced-concrete

Davor Banić
Dubravka Bjegović
Gojko Balabanić

Puni tekst: hrvatski, pdf (595 KB) str. 123-132 preuzimanja: 1.194* citiraj
APA 6th Edition
Banić, D., Bjegović, D. i Balabanić, G. (2008). Istraživanje brzine korozije u armiranom betonu. Građevinar, 60 (02.), 123-132. Preuzeto s
MLA 8th Edition
Banić, Davor, et al. "Istraživanje brzine korozije u armiranom betonu." Građevinar, vol. 60, br. 02., 2008, str. 123-132. Citirano 01.06.2020.
Chicago 17th Edition
Banić, Davor, Dubravka Bjegović i Gojko Balabanić. "Istraživanje brzine korozije u armiranom betonu." Građevinar 60, br. 02. (2008): 123-132.
Banić, D., Bjegović, D., i Balabanić, G. (2008). 'Istraživanje brzine korozije u armiranom betonu', Građevinar, 60(02.), str. 123-132. Preuzeto s: (Datum pristupa: 01.06.2020.)
Banić D, Bjegović D, Balabanić G. Istraživanje brzine korozije u armiranom betonu. Građevinar [Internet]. 2008 [pristupljeno 01.06.2020.];60(02.):123-132. Dostupno na:
D. Banić, D. Bjegović i G. Balabanić, "Istraživanje brzine korozije u armiranom betonu", Građevinar, vol.60, br. 02., str. 123-132, 2008. [Online]. Dostupno na: [Citirano: 01.06.2020.]

Results obtained by the study of corrosion rate, conducted on two groups of reinforced-concrete samples, are presented in the paper. The accelerated corrosion of steel was incited by alternating wetting and drying cycles in salt chamber. Three corrosion parameters were measured: electrochemical potential, electrical resistance of concrete, and corrosion current density. The measurement results were analysed and, on that basis, recommendations are given for assessing condition of reinforcing steel in the scope of analysis of existing structures.

Ključne riječi
corrosion; reinforced concrete; reinforcing steel; study; corrosion rate; density of corrosion current

Hrčak ID: 22402



Posjeta: 1.529 *