APA 6th Edition Torić, N., Balabanić, G. & Kožar, I. (2010). Proračun prodora klorida u armiranobetonski stup. Građevinar, 62 (02.), 133-139. Retrieved from https://hrcak.srce.hr/48393
MLA 8th Edition Torić, Neira, et al. "Proračun prodora klorida u armiranobetonski stup." Građevinar, vol. 62, no. 02., 2010, pp. 133-139. https://hrcak.srce.hr/48393. Accessed 22 Oct. 2020.
Chicago 17th Edition Torić, Neira, Gojko Balabanić and Ivica Kožar. "Proračun prodora klorida u armiranobetonski stup." Građevinar 62, no. 02. (2010): 133-139. https://hrcak.srce.hr/48393
Harvard Torić, N., Balabanić, G., and Kožar, I. (2010). 'Proračun prodora klorida u armiranobetonski stup', Građevinar, 62(02.), pp. 133-139. Available at: https://hrcak.srce.hr/48393 (Accessed 22 October 2020)
Vancouver Torić N, Balabanić G, Kožar I. Proračun prodora klorida u armiranobetonski stup. Građevinar [Internet]. 2010 [cited 2020 October 22];62(02.):133-139. Available from: https://hrcak.srce.hr/48393
IEEE N. Torić, G. Balabanić and I. Kožar, "Proračun prodora klorida u armiranobetonski stup", Građevinar, vol.62, no. 02., pp. 133-139, 2010. [Online]. Available: https://hrcak.srce.hr/48393. [Accessed: 22 October 2020]
Abstracts 1D and 2D analysis of chloride penetration into the reinforced-concrete pier, conducted in the cross-section of a Krk Bridge pier, and based on the finite-difference method, is presented in the paper. The time the chloride concentration next to reinforcement requires to reach the critical value is defined. In can be concluded, by comparison of results obtained in the analysis, that chloride penetration from two directions causes greater concentration of chloride next to reinforcement in the corner zone of structural elements, when compared to concentration anticipated by the 1D model, for the same period of analysis.