The Effect of the Rebars Length Above Inner Supports of Continuous RC Slabs (CROSBI ID 576406)
Prilog sa skupa u zborniku | sažetak izlaganja sa skupa | međunarodna recenzija
Podaci o odgovornosti
Matešan, Domagoj ; Radnić, Jure ; Grgić, Nikola ; Čamber, Vatroslav
engleski
The Effect of the Rebars Length Above Inner Supports of Continuous RC Slabs
The paper first presents the results of experimental tests of limit strength capacity of a continuous reinforced concrete slab with two spans of 1.4 m each. The slab was loaded with point load in the middle of each span. The effect of the length of tensile rebars above the inner support on the limit strength capacity and deflection of the slab was analyzed. Already developed numerical model for the analysis of reinforced and prestressed concrete slabs and shells by the authors, was additionally tested on the obtained experimental test results. The limit strength capacity of a one-way continuous reinforced concrete slab with two spans of 6.0 m and different tensile reinforcement arrangements above the middle support, loaded by a uniformly distributed load, were analyzed by the model. The length of tensile reinforcement above the inner supports of one-way continuous slabs a lot affects the limit strength capacity and deflection of slabs.
one-way slab; experiment; limit strength capacity; numerical model; reinforcement arrangement
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Podaci o prilogu
2011.
objavljeno
Podaci o matičnoj publikaciji
Podaci o skupu
The Nineteenth Annual International Conference of Composites or Nano Engineering
predavanje
24.07.2011-30.07.2011
Šangaj, Kina