|
Title |
Influence of Column Aspect Ratio on the Punching Shear Strength of Flat Plate Slab-Column Edge Connections
|
|
Keywords |
플랫 플레이트 구조 ; 슬래브-기둥 접합부 ; 뚫림전단강도 ; 기둥 형상비 Flat plate structure ; Slab-column connection ; Punching shear strength ; Column aspect ratio |
|
Abstract |
The aim of this study is to investigate punching shear strength of exterior connections in the flat plate structure with rectangular column. To inspect the effect of column aspect ratios on the punching shear behavior, eight specimens for exterior connection were made and tested. In this experimental program the length of critical perimeter was kept constant, while column aspect ratio varied from 2.0 to 4.5. Two levels of concrete strength and slab reinforcement ratio were also considered. As the column aspect ratio increased, the punching shear strengths are decreased. The decrement of punching shear strength was small in specimens with high aspect ratio of column.
|