部分剪力连接钢—混凝土组合梁曲率的理论分析  

Study on the Curvature Distribution of the Partial Shear Connection Steel-concrete Composite Beams

作　　者：孙文彬[1] 

机构地区：[1]淮阴工学院土木工程系,江苏淮阴223001

出　　处：《长沙大学学报》2002年第2期57-59,共3页Journal of Changsha University

摘　　要：本文对受均布荷载作用的部分剪力连接的简支钢—混凝土组合梁的在考虑滑移效应情况下的的梁的曲率分布及其与剪力连接程度系数之间的关系 .结果与结构在弹性阶段的实验相当吻合 。This paper analyses the curvature distributions of the simply supported steel-concrete composite beams with partial shear connection under uniform distribution load considering slips of them,derives relationships between them and shear connection degree index.The results can be in conformity with experiments of this kind of structures in the elastic stage.It has a well guideline to calculate accurately the deformation of composite beams.

关 键 词：部分剪力连接钢-混凝土组合梁 剪力连接程度系数 曲率 

分 类 号：TU375[建筑科学—结构工程]