Naslov
Experimental and Numerical Tests of Some RC Slabs

Autori
Matešan, Domagoj ; Radnić, Jure

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
7th International Conference on Computational Mechanics for Spatial Structures / Ibrahimbegovic A., Dolarevic S., Hrasnica M., Madzarevic M., Zlatar M. - Sarajevo, 2012, 242-245

Skup
IASS-IACM 2012: 7th International Conference on Computational Mechanics for Spatial Structures

Mjesto i datum
Sarajevo, Bosna i Hercegovina, 02.04.2012. - 04.04.2012

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
RC slab; reinforcement arrangement; strength capacity; experiment; numerical model

Sažetak
The paper presents the results of experimental tests of the limit strength capacity and deflection of some different one-way and two-way reinforced concrete slabs. The effect of the reinforcement arrangements on the limit strength capacity and deflection of the slabs was analyzed. The already developed numerical model of the authors for the analysis of reinforced concrete plates and shells was additionally tested on the performed experimental tests. The model can simulate the most dominant nonlinear effects of concrete and reinforcement, as well as the effect of structure large displacement. The comparison between the experimental and numerical results confirms the reliability of this numerical model. Among others, it was concluded that the reinforcement arrangement significantly affects the limit strength capacity and deflection of one-way and two-way concrete slabs.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

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