外粘钢板加固钢管柱承载力试验研究  

Experimental Study on the Bearing Capacity of Steel Pipe Column Reinforced by External Sticking Steel Plate

作　　者：卢亦焱[1] 陈莉[2] 高作平[2] 吴帆[3] 范振中[3] 李曰辰[2] 

机构地区：[1]武汉大学土木系,430072 [2]武汉大学建筑物检测与加固工程研究中心,430072 [3]中南电力设计院,430071

出　　处：《建筑结构》2002年第4期43-44,18,共3页Building Structure

摘　　要：对利用外粘钢板加固的钢管柱承载力进行试验研究 ,测定了不同加固方法对其承载力的影响。试验和理论结果均表明 ,由于外粘钢板与薄壁钢管的联合工作 ,增大了其厚度 ,从而提高了钢管的刚度和极限承载力。The influence on the bearing capacity of steel pipe column reinforced by different method with sticking steel plate is investigated by test.The experimental and theoretical results show that the stiffness and ultimate bearing capacity of the steel pipe column could be raised due to the combined work between the external sticking steel plate and the thin wall steel tube.The results can be reference for the engineering application.

关 键 词：薄壁钢管 粘钢 加固 承载力 试验研究 

分 类 号：TU398.9[建筑科学—结构工程]