首页 | 本学科首页   官方微博 | 高级检索  
     检索      

考虑剪力滞效应的钢-混凝土结合梁位移闭合解
引用本文:陈勉.考虑剪力滞效应的钢-混凝土结合梁位移闭合解[J].重庆交通大学学报(自然科学版),2011,30(4):717-720.
作者姓名:陈勉
作者单位:西南交通大学土木工程学院,四川成都,610031
摘    要:基于传统初等梁理论假设钢-混凝土结合梁的应力沿宽度呈均匀分布,而考虑剪力滞后效应影响,混凝土板和钢梁上、下翼板的应力沿宽度呈近似抛物线的分布状态.为了准确地估计钢混凝土结合梁的应力状态,对混凝土板和钢梁翼板分别取不同的剪力滞翘曲位移函数,运用势能变分原理,推导了钢混凝土结合梁考虑剪力滞效应的控制微分方程,并求出了其闭合...

关 键 词:钢混凝土结合梁  剪力滞效应  位移  闭合解

Closed Solutions of Composite Steel-Concrete Beams Displacement Considering Shear Lag Effect
CHEN Mian.Closed Solutions of Composite Steel-Concrete Beams Displacement Considering Shear Lag Effect[J].Journal of Chongqing Jiaotong University,2011,30(4):717-720.
Authors:CHEN Mian
Institution:CHEN Mian (School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China)
Abstract:In view of the primary beam theory,which assumes that the stress of reinforced composite steel-concrete beams was well-distributed along the width.But considering the shear lag effect,the stress of concrete slab and upper and lower beam alar plates were distributed approximately as a parabola.In order to estimate the stress condition of the reinforced composite steel-concrete beams precisely,different shear lag warping displacement functions were separately given to the concrete slab and beam alar plate.Meanwhile,the potential variational theory was adopted to derive the differential equation of reinforced composite steel-concrete beams considering shear lag effect,and obtain its closed form solution.Through the results comparison of example analysis and ANSYS analysis,it reveals that: the relative error of results by this method and ANSYS is only 4.0%,thus the veracity and precision of this method are verified.
Keywords:composite steel-concrete beams  shear lag effect  displacement  closed solution
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号