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温度荷载作用下混凝土箱梁桥剪力滞效应分析
引用本文:陈军,李艳,张门哲,汪剑,刘柏平.温度荷载作用下混凝土箱梁桥剪力滞效应分析[J].水运科技信息,2010(3):23-25,28.
作者姓名:陈军  李艳  张门哲  汪剑  刘柏平
作者单位:[1]湖北省公路管理局科研所,武汉430030 [2]湖北省交通规划设计院,武汉430051 [3]武汉市政工程设计研究院有限责任公司,武汉430072
摘    要:采用有限元法对大跨混凝土箱梁桥在温度荷载及自重作用下的剪力滞效应进行了分析,结果表明,在温度作用下,箱梁翼板底面存在着较为严重的剪力滞现象,并获得了箱梁在温度荷载作用下剪力滞效应的一般规律和初步结论。

关 键 词:混凝土箱梁  温度荷载  剪力滞效应

Shear Lag Effect of Long-span Concrete Box Girder Bridge Under Thermal Action
Chen Jun,Li Yan,Zhang Menzhe,Wang Jian,Liu Boping.Shear Lag Effect of Long-span Concrete Box Girder Bridge Under Thermal Action[J].Transportation Science & Technology,2010(3):23-25,28.
Authors:Chen Jun  Li Yan  Zhang Menzhe  Wang Jian  Liu Boping
Institution:1.Research Institute of Road Administration Bureau Hubei Province,Wuhan,430030,China;2.Communications Planning & Design Institute of Hubei Province,Wuhan,430051,China;3.Wuhan Municipal Engineering Design & Research Institute Co.,Ltd.,Wuhan 430072,China)
Abstract:Based on FEM,a detailed analysis on the shear lag effect of long-span concrete box girder bridge under thermal action is conducted in this paper. It is found that the shear lag effect of the bottom surface of the flange slabs under thermal action is obviously. And some conclusions are obtained which provide design consults for box girder determined under thermal action.
Keywords:concrete box girder  thermal loads  shear lag effect
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