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Strengthening reinforced-concrete girders by nonmetallic plates

Ivan Tomičić

Puni tekst: hrvatski, pdf (285 KB) str. 641-649 preuzimanja: 2.128* citiraj
APA 6th Edition
Tomičić, I. (2001). Ojačavanje armiranobetonskih greda nemetalnim lamelama. Građevinar, 53 (10.), 641-649. Preuzeto s https://hrcak.srce.hr/11696
MLA 8th Edition
Tomičić, Ivan. "Ojačavanje armiranobetonskih greda nemetalnim lamelama." Građevinar, vol. 53, br. 10., 2001, str. 641-649. https://hrcak.srce.hr/11696. Citirano 25.09.2020.
Chicago 17th Edition
Tomičić, Ivan. "Ojačavanje armiranobetonskih greda nemetalnim lamelama." Građevinar 53, br. 10. (2001): 641-649. https://hrcak.srce.hr/11696
Harvard
Tomičić, I. (2001). 'Ojačavanje armiranobetonskih greda nemetalnim lamelama', Građevinar, 53(10.), str. 641-649. Preuzeto s: https://hrcak.srce.hr/11696 (Datum pristupa: 25.09.2020.)
Vancouver
Tomičić I. Ojačavanje armiranobetonskih greda nemetalnim lamelama. Građevinar [Internet]. 2001 [pristupljeno 25.09.2020.];53(10.):641-649. Dostupno na: https://hrcak.srce.hr/11696
IEEE
I. Tomičić, "Ojačavanje armiranobetonskih greda nemetalnim lamelama", Građevinar, vol.53, br. 10., str. 641-649, 2001. [Online]. Dostupno na: https://hrcak.srce.hr/11696. [Citirano: 25.09.2020.]

Sažetak
The possibility of strengthening reinforced concrete girders subjected to bending stress, by means of fiber-reinforced polymer plates that are glued onto the tensile surface of the chord, is presented in the paper. The required surface of the plate is calculated based on bending capacity requirements and, as separation is possible at the ends of the plate, an additional requirement is to check the shear stress and normal stress in that area. Two methods applied for this checking are presented. The more recent method is recommended as it is more accurate and is additionally supported by experimental results.

Ključne riječi
reinforced-concrete girders; strengthening; fiber-reinforced polymer; normal stress; shear stress

Hrčak ID: 11696

URI
https://hrcak.srce.hr/11696

[hrvatski]

Posjeta: 2.370 *