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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

Matešan, Domagoj ; Radnić, Jure ; Grgić, Nikola ; Čamber, Vatroslav The Effect of the Rebars Length Above Inner Supports of Continuous RC Slabs. 2011

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.

nije evidentirano

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

Povezanost rada

Građevinarstvo