| 요약2 |
The object of this study is investigated to flexural behaviors of deck-plate slabs using wire mesh. The wire mesh instead of deformed bars are used to improve convenience of construction. Test variables are concrete topping thickness(75mm, 100mm), types of main bars(1-D6, 2-D6, 3-D6) in compression and tension regions, and width in bottom face of deck plate(58mm, 68mm). The vertical loading by monotonic are applied to investigate the yielding strength, maximum strength, initial stiffness and failure modes. Test results are follows ; (1) Higher stiffness and strength was shown that more the wire mesh was, the thicker the slab was. (2) In specimens using wire mesh instead of reinforced bars, experiment results is 1.13~1.83 times that those of calculated results. |