河南城建学院学报2011，Vol.20Issue(4)：7-11,44,6.
基于构造参数的开孔板抗剪连接件连接性能的试验研究
Experimental studies of construct parameter on link function of perforated plate shear connectors
摘要
Abstract
Perforated plate shear connector is a kind of new link form appearing in recent years.In order to investigate the link function of perforated plate shear connector,push-out specimens with different construct parameter of shear connectors were made,through static push-out tests,the relative slip of steel beam and concrete slab contact surface、 the strain of transfixion reinforced and the stress of the around of perforated Plate＇s bore were tested,Load-Relative Slip Curve、Load-Transfixion Reinforced Strain Curve、Load-The Around Of Perforated plate＇s Bore Mises Stress Curve and the failure modes of perforated plate shear connectors with different construct parameter were obtained.The result of the experiment shows that increasing transfixion reinforced in perforated Plate shear connectors and enlarging the diameter of transfixion reinforced can raise the link function of connectors bigger and the action of enlarging the diameter of hole is smaller to the link function of connectors.关键词
钢-混凝土组合结构/开孔板抗剪连接件/连接性能/推出试验Key words
steel-concret composite structure/perforated plate shear connector/link function/push-out test分类
建筑与水利引用本文复制引用
赵文娟,刘凡,韩伟,陈建兵..基于构造参数的开孔板抗剪连接件连接性能的试验研究[J].河南城建学院学报,2011,20(4):7-11,44,6.基金项目
住建部科学技术项目资助（2009-K2-25）,苏州市建设科研项目资助（2010-88-04）. （）
