中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2009, Vol. 28 ›› Issue (1): 5-7.DOI: 10.3969/j.issn.1674-0696.2009.01.02

• • 上一篇    下一篇

高次位移函数时箱梁剪滞效应变分法解

陈常松,邓安   

  1. 长沙理工大学桥梁与结构工程学院,湖南长沙410076
  • 收稿日期:2008-09-20 修回日期:2008-10-14 出版日期:2009-02-15 发布日期:2015-04-15
  • 作者简介:陈常松(1972—),男,湖南攸县人,副教授,博士,从事桥梁结构分析研究。E-mail:changsongchen@vip.sina. com;Tel:13973118720。

Variat ional Solution of Shear Lag E ffect of Box G irder in H igh Order D isplacement Function

CHEN Chang-song,DENG An   

  1. School of Bridge & Structure Engineering, Changsha University of Science & Technology, Hunan Changsha 410076, China
  • Received:2008-09-20 Revised:2008-10-14 Online:2009-02-15 Published:2015-04-15

摘要: 考虑了剪滞纵向位移差函数分别取5次和6次抛物线以反映薄壁箱梁的剪滞效应变化幅度,并应用能量变 分法,得出了相应的剪力滞效应微分方程的计算公式和边界条件。并对按不同抛物线变化规律的位移函数的剪力 滞效应在几种常见的荷载及支承形式下作了对比。结果显示箱梁纵向位移函数取高次时比以往常采用的三次抛 物线的剪力滞效应更加精确,以上结论对以后深入研究剪力滞效应有一定的借鉴指导作用。

关键词: 箱形梁, 能量变分法, 剪力滞, 高次抛物线

Abstract: Considering the shear lag longitudinal displacement, five times and six times parabola are adopted respectively to reflect the changing range of shear lag effect of thin wall box girders. And the calculation formula and boundary conditions of corresponding differential functions of shear lag effect are obtained by the adoption of energy variation method. According to the changing rules of different parabolic function of the displacement of shear lag effect in several common loading and bearing forms, a comparison between them are carried out. The results show that the vertical displacement box function is more precise when times get higher than three times parabola adopted in usual shear lag effect, which offers references and guides to the further study of shear lag effect.

Key words: box girder , energy variation method , shear lag effect , high order parabola ;

中图分类号: