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Effect of reinforcement arrangement on the limit strength capacity of concrete slabs


Matešan, Domagoj; Radnić, Jure; Grgić, Nikola
Effect of reinforcement arrangement on the limit strength capacity of concrete slabs // Materialwissenschaft und Werkstofftechnik, 42 (2011), 5; 393-397 doi:10.1002/mawe.201100797 (međunarodna recenzija, članak, znanstveni)


Naslov
Effect of reinforcement arrangement on the limit strength capacity of concrete slabs

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

Izvornik
Materialwissenschaft und Werkstofftechnik (0933-5137) 42 (2011), 5; 393-397

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

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.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

Napomena
Special Issue: Advanced Computational Engineering and Experimenting (ACE-X 2010)



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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