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石板坡大桥钢箱梁车载作用下局部应力分析
引用本文:王军文,倪章军,宋晓东,孙峻岭.石板坡大桥钢箱梁车载作用下局部应力分析[J].石家庄铁道学院学报,2007,20(1):6-9,38.
作者姓名:王军文  倪章军  宋晓东  孙峻岭
作者单位:[1]石家庄铁道学院土木工程分院,河北石家庄050043 [2]广州市建委,广东广州510000 [3]河南省周口市交通局,河南周口466000 [4]重庆林同棪国际公司,重庆400010
摘    要:石板坡大桥主跨由钢箱梁与预应力混凝土箱梁组成。针对该桥钢箱梁桥面板局部受力复杂的情况,运用ANSYS软件建立了钢箱梁结构分析的空间有限元模型,分析了钢箱梁在车载作用下局部应力的分布特点。

关 键 词:连续刚构  钢箱梁  车载  局部应力  有限元
文章编号:1006-3226(2007)01-0006-05
收稿时间:2006-09-12
修稿时间:2006-09-12

Local Stress Analysis of Steel-Box Girder under vehicle Load of Shibanpo Bridge
Wang Junwen,Ni Zhangjun,Song Xiaodong,Sun Junling.Local Stress Analysis of Steel-Box Girder under vehicle Load of Shibanpo Bridge[J].Journal of Shijiazhuang Railway Institute,2007,20(1):6-9,38.
Authors:Wang Junwen  Ni Zhangjun  Song Xiaodong  Sun Junling
Affiliation:1. School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China; 2. Guangzhou Construction Committee, Guangzhou 510000, China;3. Zhoukou Department of Communications, Zhoukou 466000, China;4. T. Y. Llin International of Chongqing, Chongqing 400010, China
Abstract:The main span of the Shibanpo bridge is made up of steel-box girder and prestressed concrete-box girder. In the light of the complexity of local stress conditions at deck of the steel-box girder, the ANSYS software is used to establish the finite element space model of steel-box girder, and the characteristics of local stress distribution at deck of steel-box girder are analyzed.
Keywords:continuous rigid frame  steel-box girder  vehicle load  local stress  finite element
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