Strength Capacity of Simply Supported Circular Concrete Slab (CROSBI ID 588538)
Prilog sa skupa u zborniku | sažetak izlaganja sa skupa | međunarodna recenzija
Podaci o odgovornosti
Matešan, Domagoj ; Radnić, Jure ; Grgić, Nikola ; Baloević, Goran
engleski
Strength Capacity of Simply Supported Circular Concrete Slab
The results of the experimentally tested simply supported circular concrete slab were presented first. The slab was loaded with point load at mid-spam. The effect of four different reinforcement arrangements on its limit strength capacity and deflection was analyzed. The previously developed numerical model of the authors for analysis of the 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 silos, 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.
Concrete circular slab; Reinforcement arrangement; Strength capacity; Experiment; Numerical model
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Podaci o prilogu
63-64.
2012.
objavljeno
Podaci o matičnoj publikaciji
6th International Conference on Advanced Computational Engineering and Experimenting – ACEX2012
Istanbul:
Podaci o skupu
6th International Conference on Advanced Computational Engineering and Experimenting - ACEX2012
predavanje
01.07.2012-04.07.2012
Istanbul, Turska