Naslov
Strength capacity of square reinforced concrete slabs

Autori
Radnić, Jure ; Matešan, Domagoj ; Grgić, Nikola ; Čamber, Vatroslav.

Izvornik
Materialwissenschaft und Werkstofftechnik (0933-5137) 43 (2012), 5; 399-404

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
square RC slab, reinforcement arrangement, strength capacity, experiment, numerical model

Sažetak
The results of three experimentally tested simply supported square concrete slabs with three different arrangements of the total bottom reinforcement are presented firstly. The slabs were incrementally loaded up to failure by a short-term static force at the slab mid-span. The previously developed numerical model of the authors for non-linear analysis of concrete plates and shells was additionally verified by the determined experimental values. The effect of different bottom tensile reinforcement arrangements of simply supported square concrete slabs subjected to uniformly distributed load was examined by this model. The main conclusion related to the examined research is that the reinforcement arrangement of simply supported square concrete slab does not significantly affect its limit strength capacity and ductility.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

POVEZANOST RADA