An Experimental Study on flexural behavior of One -Way Concrete Slabs using Structural Weled Wire - Fabric

구조용 용접철망을 사용한 일방향 슬래브의 휨거동에 관한 실험적 연구

This research is undertaken to the flexural strength, failure mode and ductile capacity of one way concrete slabs, with without splices, reinforcement with Wire-Fabric. Test results are as fallows : (1) Crack of the simple slabs is occured at a position of transerve wire and sntirely crack interval of the fixed slabs is taken place about 20cm, (2)Maximum load of slab with splices has showed almost similar to that of slab without splices, but ductile capacity increased according to rising of splices, (3) Ductile capacity of slab with Deformed Bar is higher 1.44 times than that of slab with Wire-Fabric, and it is higher 3.74 times than that of slab with Loop-wire fabric, but that of specimens of using Wire-Fabric is average 4.6.