Skip to the main content

Review article

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 id 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


Full text: english pdf 318 Kb

page 35-40

downloads: 2.587

cite


Abstract

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.

Keywords

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

Hrčak ID:

34950

URI

https://hrcak.srce.hr/34950

Publication date:

31.3.2009.

Article data in other languages: croatian

Visits: 3.702 *