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Pregled bibliografske jedinice broj: 635015

Časopis

Autori: Matešan, Domagoj; Radnić, Jure; Grgić, Nikola; Baloević, Goran
Naslov: Strength capacity of simply supported circular concrete slab
Izvornik: Materialwissenschaft und Werkstofftechnik (0933-5137) 44 (2013); 416-422
Vrsta rada: članak
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.
Projekt / tema: 083-0000000-1538
Izvorni jezik: ENG
Rad je indeksiran u
bazama podataka:
Current Contents Connect (CCC)
Scopus
SCI-EXP, SSCI i/ili A&HCI
Science Citation Index Expanded (SCI-EXP) (sastavni dio Web of Science Core Collectiona)
Kategorija: Znanstveni
Znanstvena područja:
Građevinarstvo
URL Internet adrese: http://onlinelibrary.wiley.com/doi/10.1002/mawe.201300145/abstract
Broj citata:
Altmetric:
DOI: 10.1002/mawe.201300145
URL cjelovitog teksta:
Google Scholar: Strength capacity of simply supported circular concrete slab
Upisao u CROSBI: Jure Radnić (Jure.Radnic@gradst.hr), 1. Srp. 2013. u 14:24 sati
Napomene:
Special Issue: Advanced Computational Engineering and Experimenting (ACE-X 2012).



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