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Analysis of chloride penetration into the reinforced-concrete pier

Neira Torić ; Građevinski fakultet u Rijeci
Gojko Balabanić ; Građevinski fakultet u Rijeci
Ivica Kožar ; Građevinski fakultet u Rijeci

Fulltext: croatian, pdf (541 KB) pages 133-139 downloads: 673* cite
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.

Keywords
chloride penetration; reinforced-concrete pier; analysis; Krk Bridge; 1D model; 2D model

Hrčak ID: 48393

URI
https://hrcak.srce.hr/48393

[croatian]

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