Moment transfer and influence of transverse beams in interior waffle flat plate–column connections under lateral loading

This paper addresses two aspects of the behavior of interior reinforced concrete waffle flat plate–column connections under lateral loads: the share of the unbalanced moment between flexure and excentric shear, and the effect of the transverse beams. A non-linear finite element model (benchmark model) was developed and calibrated with the results of quasi-static cyclic tests conducted on a 3/5 scale specimen. First, from this numerical model, the portion γv of the unbalanced moment transferred by the excentricity of shear about the centroid of the critical sections defined by Eurocode 2 (EC-2) and by ACI 318-11 was calculated and compared with the share-out prescribed by these codes. It is found that while the critical section of EC-2 is consistent with the γv provided by this code, in the case of ACI 318-11, the value assigned to γv is far below (about 50% smaller) the actual one obtained with the numerical simulations. Second, from the benchmark model, seven additional models were developed by varying the depth D of the transverse beam over the thickness h of the plate. It was found that the ductility of the connection and the effective width of the plate can respectively be increased up to 50% and 10% by raising D/h to 2 and 1.5.

► Share of unbalanced moment in RC plate–column connections.
► Effect of transverse beams in RC plate–column connections.
► Consistency in EC-2 between critical section and portion of excentric shear.
► ACI 318-08 underestimates the unbalanced moment transferred by excentric shear.
► Raising depth of the transverse beam increases ductility and effective width.