Effect of reinforcement arrangement on the limit strength capacity of concrete slabs (CROSBI ID 174182)
Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Matešan, Domagoj ; Radnić, Jure ; Grgić, Nikola
engleski
Effect of reinforcement arrangement on the limit strength capacity of concrete slabs
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.
concrete slabs ; reinforcement arrangement ; experimental ; numerical model ; limit capacity
Special Issue: Advanced Computational Engineering and Experimenting (ACE-X 2010)
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Podaci o izdanju
42 (5)
2011.
393-397
objavljeno
0933-5137
10.1002/mawe.201100797