部分剪力连接钢—混凝土组合梁考虑滑移效应的曲率分析  

Curvature Analysis of Partial Shear Connection Steel-Concrete Composite Beam,Considering Slip Effect

作　　者：孙文彬[1] 

机构地区：[1]淮阴工学院

出　　处：《城市道桥与防洪》2001年第4期31-33,共3页Urban Roads Bridges & Flood Control

摘　　要：本文对受均布荷载的简支部分剪力连接钢—混凝土组合梁在考虑滑移效应时挠曲线的曲率进行了分析计算 ,并对曲率分布规律进行了分析 ,分析结果与实验吻合良好。对该结果进行相应形式的积分可以得到精确的挠曲线 。The paper analyzes and calculates the curvature of the flexural line of the simply supported partial shear connection steel concrete composite beam to be loaded by even load,considering the slip effect.It also analyses the curvature distribution law.The analytic result is identical with the experiment.The corresponding form integral of the result can get the accurate flexural line so as to improve the economical and social benefit of steel concrete composite beam design.

关 键 词：部分剪力连接钢-混凝土组合梁 桥梁 滑移效应 曲率 分布 

分 类 号：U448.216[建筑科学—桥梁与隧道工程]