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Deflection of over-reinforced concrete beams: comparison of analytical, numerical and experimental results

Ivana Kesegić ; Sveučilište J. J. Strossmayera u Osijeku, Građevinski fakultet, Crkvena 21, 31000 Osijek, Hrvatska
Damir Varevac   ORCID icon orcid.org/0000-0002-0473-0639 ; Sveučilište J. J. Strossmayera u Osijeku, Građevinski fakultet, Crkvena 21, 31000 Osijek, Hrvatska
Dragan Morić ; Sveučilište J. J. Strossmayera u Osijeku, Građevinski fakultet, Crkvena 21, 31000 Osijek, Hrvatska

Puni tekst: engleski, pdf (318 KB) str. 35-40 preuzimanja: 2.309* citiraj
APA 6th Edition
Kesegić, I., Varevac, D. i Morić, D. (2009). Deflection of over-reinforced concrete beams: comparison of analytical, numerical and experimental results. Tehnički vjesnik, 16 (1), 35-40. Preuzeto s https://hrcak.srce.hr/34950
MLA 8th Edition
Kesegić, Ivana, et al. "Deflection of over-reinforced concrete beams: comparison of analytical, numerical and experimental results." Tehnički vjesnik, vol. 16, br. 1, 2009, str. 35-40. https://hrcak.srce.hr/34950. Citirano 28.10.2020.
Chicago 17th Edition
Kesegić, Ivana, Damir Varevac i Dragan Morić. "Deflection of over-reinforced concrete beams: comparison of analytical, numerical and experimental results." Tehnički vjesnik 16, br. 1 (2009): 35-40. https://hrcak.srce.hr/34950
Harvard
Kesegić, I., Varevac, D., i Morić, D. (2009). 'Deflection of over-reinforced concrete beams: comparison of analytical, numerical and experimental results', Tehnički vjesnik, 16(1), str. 35-40. Preuzeto s: https://hrcak.srce.hr/34950 (Datum pristupa: 28.10.2020.)
Vancouver
Kesegić I, Varevac D, Morić D. Deflection of over-reinforced concrete beams: comparison of analytical, numerical and experimental results. Tehnički vjesnik [Internet]. 2009 [pristupljeno 28.10.2020.];16(1):35-40. Dostupno na: https://hrcak.srce.hr/34950
IEEE
I. Kesegić, D. Varevac i D. Morić, "Deflection of over-reinforced concrete beams: comparison of analytical, numerical and experimental results", Tehnički vjesnik, vol.16, br. 1, str. 35-40, 2009. [Online]. Dostupno na: https://hrcak.srce.hr/34950. [Citirano: 28.10.2020.]

Sažetak
Prediction and forecasting of deflection is a complex assignment because of the factors which are varying along the axis and with the time. Thus, the approximate procedures are used, in which the obtained results are mutually different and different in a comparison with values measured on real structure. In this paper an analytical calculation of deflection of five over-reinforced concrete beams according to Eurocode 2 is presented. The beams had different dimensions in order to investigate the impact of beam size on load-bearing capacity and deflection of over-reinforced concrete beams. Comparison of deflection obtained analytically, according to Eurocode 2, and the results obtained experimentally and numerically by other authors, is also presented. The major objective of this research is to determine the differences between the analytically obtained results, and experimentally and numerically obtained results.

Ključne riječi
over-reinforced concrete beam; reinforcement ratio; deflection; analytical calculation; analytical results; experimental results; numerical results

Hrčak ID: 34950

URI
https://hrcak.srce.hr/34950

[hrvatski]

Posjeta: 2.865 *