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Strength capacity of simply supported circular concrete slab


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 (međunarodna recenzija, članak, znanstveni)


Naslov
Strength capacity of simply supported circular concrete slab

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

Izvornik
Materialwissenschaft und Werkstofftechnik (0933-5137) 44 (2013); 416-422

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

Ključne riječi
Concrete circular slab; reinforcement arrangement; strength capacity; experiment; numerical model

Sažetak
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.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

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



POVEZANOST RADA


Projekt / tema
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Jure Radnić, )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split

Časopis indeksira:


  • Current Contents Connect (CCC)
  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI
  • Scopus


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