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Strength capacity of simply supported circular concrete slab (CROSBI ID 194027)

Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija

Matešan, Domagoj ; Radnić, Jure ; Grgić, Nikola ; Baloević, Goran Strength capacity of simply supported circular concrete slab // Materialwissenschaft und Werkstofftechnik, 44 (2013), 416-422. doi: 10.1002/mawe.201300145

Podaci o odgovornosti

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

engleski

Strength capacity of simply supported circular concrete slab

The results of an experimentally tested simply supported circular concrete slab were presented first. The slab was loaded with a point load at mid-span. The effect of four different reinforcement arrangements on its limit strength capacity and deflection was analyzed. A previously developed numerical model of the authors for analysis of 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 silo, 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.

concrete circular slab; reinforcement arrangement; strength capacity; experiment; numerical model

Special Issue: Advanced Computational Engineering and Experimenting (ACE-X 2012).

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Podaci o izdanju

44

2013.

416-422

objavljeno

0933-5137

10.1002/mawe.201300145

Povezanost rada

Građevinarstvo

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