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Pregled bibliografske jedinice broj: 526277

Časopis

Autori: Matešan, Domagoj; Radnić, Jure; Grgić, Nikola
Naslov: Effect of reinforcement arrangement on the limit strength capacity of concrete slabs
Izvornik: Materialwissenschaft und Werkstofftechnik (0933-5137) 42 (2011), 5; 393-397
Vrsta rada: članak
Ključne riječi: concrete slabs ; reinforcement arrangement ; experimental ; numerical model ; limit capacity
Sažetak:
The paper first presents the results of experimental tests of limit strength capacity of a one-way reinforced concrete slab with three different reinforcement arrangements and a two-way reinforced concrete slab with three different support types. A numerical model for the analysis or reinforced concrete and pre-stressed concrete slabs and shells, already developed by the authors, was additionally tested on the obtained experimental test results. Then, the limit strength capacity of one-way and two-way reinforced slabs was tested for different reinforcement arrangements using the aforementioned numerical model. Finally, the main conclusion of the research are presented.
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.201100797/abstract
Broj citata:
Altmetric:
DOI: 10.1002/mawe.201100797
URL cjelovitog teksta:
Google Scholar: Effect of reinforcement arrangement on the limit strength capacity of concrete slabs
Upisao u CROSBI: jradnic@gradst.hr (jradnic@gradst.hr), 20. Ruj. 2011. u 14:59 sati
Napomene:
Special Issue: Advanced Computational Engineering and Experimenting (ACE-X 2010)



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