Naslov
Strength Capacity of Simply Supported Circular Concrete Slab

Autori
Matešan, Domagoj ; Radnić, Jure ; Grgić, Nikola ; Baloević, Goran

Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni

Izvornik
6th International Conference on Advanced Computational Engineering and Experimenting – ACEX2012 / - Istanbul, 2012, 63-64

Skup
6th International Conference on Advanced Computational Engineering and Experimenting – ACEX2012

Mjesto i datum
Istanbul, Turska, 01.07.2012. - 04.07.2012

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Concrete circular slab; Reinforcement arrangement; Strength capacity; Experiment; Numerical model

Sažetak
The results of the experimentally tested simply supported circular concrete slab were presented first. The slab was loaded with point load at mid-spam. The effect of four different reinforcement arrangements on its limit strength capacity and deflection was analyzed. The previously developed numerical model of the authors for analysis of the ordinary reinforced and prestressed concrete slabs and shells was tested based on the obtained experimental results. Then, the limit strength capacity of the circular concrete slab of a cement silos, loaded with a uniform load, was numerically analyzed. It was concluded that the limit strength capacity and deflection of a simply supported circular concrete slab depends significantly on its reinforcement arrangement.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

POVEZANOST RADA