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Testing influence of ties on the bearing capacity of concrete beams at compressive failure

Jure Radnić
Alen Harapin
Radoslav Markić

Puni tekst: hrvatski, pdf (608 KB) str. 789-795 preuzimanja: 1.155* citiraj
APA 6th Edition
Radnić, J., Harapin, A. i Markić, R. (2007). Ispitivanja utjecaja spona na nosivost betonskih greda pri tlačnom slomu. Građevinar, 59 (09.), 789-795. Preuzeto s https://hrcak.srce.hr/17742
MLA 8th Edition
Radnić, Jure, et al. "Ispitivanja utjecaja spona na nosivost betonskih greda pri tlačnom slomu." Građevinar, vol. 59, br. 09., 2007, str. 789-795. https://hrcak.srce.hr/17742. Citirano 27.09.2020.
Chicago 17th Edition
Radnić, Jure, Alen Harapin i Radoslav Markić. "Ispitivanja utjecaja spona na nosivost betonskih greda pri tlačnom slomu." Građevinar 59, br. 09. (2007): 789-795. https://hrcak.srce.hr/17742
Harvard
Radnić, J., Harapin, A., i Markić, R. (2007). 'Ispitivanja utjecaja spona na nosivost betonskih greda pri tlačnom slomu', Građevinar, 59(09.), str. 789-795. Preuzeto s: https://hrcak.srce.hr/17742 (Datum pristupa: 27.09.2020.)
Vancouver
Radnić J, Harapin A, Markić R. Ispitivanja utjecaja spona na nosivost betonskih greda pri tlačnom slomu. Građevinar [Internet]. 2007 [pristupljeno 27.09.2020.];59(09.):789-795. Dostupno na: https://hrcak.srce.hr/17742
IEEE
J. Radnić, A. Harapin i R. Markić, "Ispitivanja utjecaja spona na nosivost betonskih greda pri tlačnom slomu", Građevinar, vol.59, br. 09., str. 789-795, 2007. [Online]. Dostupno na: https://hrcak.srce.hr/17742. [Citirano: 27.09.2020.]

Sažetak
Results obtained during experimental testing of tie influence on bearing capacity and deformability of concrete beams subjected to pure bending, with compressive failure of concrete, are presented. The way in which the concrete strength and the form and spacing of ties exert influence on the limit capacity and deformability of beams is studied. The testing method, involving three identical samples for every state, is described, and the results are presented as average values of measured parameters. Practical recommendations are given in the final part of the paper.

Ključne riječi
concrete beam; tie, sample; pure bending; compressive failure; bearing capacity; deformability

Hrčak ID: 17742

URI
https://hrcak.srce.hr/17742

[hrvatski]

Posjeta: 1.491 *