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Review article

Bearing capacity and serviceability of reinforced-concrete structures affected by steel corrosion

Davor Grandić
Dubravka Bjegović
Jure Radić

Fulltext: croatian, pdf (233 KB) pages 153-162 downloads: 2.504* cite
APA 6th Edition
Grandić, D., Bjegović, D. & Radić, J. (2000). Nosivost i uporabljivost armiranobetonskih konstrukcija oštećenih korozijom armature. Građevinar, 52 (03.), 153-162. Retrieved from https://hrcak.srce.hr/13097
MLA 8th Edition
Grandić, Davor, et al. "Nosivost i uporabljivost armiranobetonskih konstrukcija oštećenih korozijom armature." Građevinar, vol. 52, no. 03., 2000, pp. 153-162. https://hrcak.srce.hr/13097. Accessed 17 Jan. 2021.
Chicago 17th Edition
Grandić, Davor, Dubravka Bjegović and Jure Radić. "Nosivost i uporabljivost armiranobetonskih konstrukcija oštećenih korozijom armature." Građevinar 52, no. 03. (2000): 153-162. https://hrcak.srce.hr/13097
Harvard
Grandić, D., Bjegović, D., and Radić, J. (2000). 'Nosivost i uporabljivost armiranobetonskih konstrukcija oštećenih korozijom armature', Građevinar, 52(03.), pp. 153-162. Available at: https://hrcak.srce.hr/13097 (Accessed 17 January 2021)
Vancouver
Grandić D, Bjegović D, Radić J. Nosivost i uporabljivost armiranobetonskih konstrukcija oštećenih korozijom armature. Građevinar [Internet]. 2000 [cited 2021 January 17];52(03.):153-162. Available from: https://hrcak.srce.hr/13097
IEEE
D. Grandić, D. Bjegović and J. Radić, "Nosivost i uporabljivost armiranobetonskih konstrukcija oštećenih korozijom armature", Građevinar, vol.52, no. 03., pp. 153-162, 2000. [Online]. Available: https://hrcak.srce.hr/13097. [Accessed: 17 January 2021]

Abstracts
The extent of harmful corrosive action should be known so as to enable proper evaluation of influence the steel corrosion exerts on the bearing capacity and serviceability of reinforced-concrete structures. Methods based on latest research conducted in the scope of European Union research projects, and focusing on the bearing capacity and usability of elements and structures affected by steel corrosion, are presented. Authors propose continuation of the research effort in which Croatian experts and scientists should also take part.

Keywords
steel corrosion; bearing capacity; adhesion; concrete cracking; durability; crack width; serviceability

Hrčak ID: 13097

URI
https://hrcak.srce.hr/13097

[croatian]

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