Pregled bibliografske jedinice broj: 526277
Effect of reinforcement arrangement on the limit strength capacity of concrete slabs
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)
CROSBI ID: 526277 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
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
Projekti:
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Citiraj ovu publikaciju:
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
