反复弯剪对高强度螺栓端板连接节点抗滑移性能影响——轻型薄壁钢构件高强度螺栓端板式连接系列研究之三  

Effect of Repeated Moment and Shear on Slipping-resistant Property of End Plate Connections Using High-strength Bolts:Part Ⅲ of Research on End-plate Connections with High Strength Bolts for Thin-walled Steel Members

作　　者：陈以一[1] 杨永华[1] 韩琳[1] 沈祖炎[1] 

机构地区：[1]同济大学土木工程学院,上海200092

出　　处：《建筑结构》2004年第5期11-13,共3页Building Structure

基　　金：上海市重点学科建设项目

摘　　要：报告了反复弯剪荷载下高强度螺栓摩擦面采用醇酸铁红处理的端板式连接节点的试验结果 ,并与单向静力弯剪荷载下的连接性能进行比较分析。结果表明 ,对低抗滑移系数的高强度螺栓端板式连接 。Test results of end plate joints with high-strength bolts connection and a certain rust inhibiting coatings under repeated moment and shear force are reported.The behaviors of the same joint under monotonic loads are compared.It is shown that for this kind of joint in the feature of low friction factors,their behaviors under repeated load are almost the same as those under monotonic loads.

关 键 词：轻型薄壁钢 低抗滑移系数 高强度螺栓 端板连接 节点 反复荷载试验 

分 类 号：TU392.1[建筑科学—结构工程]