The punching shear on the flat plate slab-column connection can bring about the reason of the brittle punching shear failure which may result of collapsing the whole structure. From the development of residential flat plate system, the shear reinforcement is developed for preventing the punching shear. For making sure of the punching shear capacity, developed for shear reinforcement in slab-column connection, the structural test is performed. The dimension of the slabs was 2620*2725*180mm with square column(600*800mm). The slabs were tested up to failure monotonic vertical shear forces. The presences of S/S bar and wire mesh substantially increased the punching shear capacity and the ductility of the slab-column connections.
Keywords. punching failure; shear reinforcement; gravity force
How to cite this article
Choi, H., Kim, J., Choi, Y., Lee, M. and Choi, C. (2008). 'The Effect of Anchorage of Shear Reinforcement in Flat Plate Slab'. SET Proceedings, 7(1), pp. 1221-1228. https://doi.org/10.65582/set.2008.166
