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钢箱梁桥基面结构对桥面铺装的影响
引用本文:陈艳金,张淑菡,程 鹏,赵洁冰.钢箱梁桥基面结构对桥面铺装的影响[J].交通标准化,2012(24):67-71.
作者姓名:陈艳金  张淑菡  程 鹏  赵洁冰
作者单位:张家口翰得交通公路勘察设计有限责任公司,河北张家口,075000
摘    要:借助ANSYS结构有限元分析程序,研究了在各种基面参数下钢箱梁顶板顶面的横向弯拉应变、纵向弯拉应变和竖向位移,给出了各种基面参数对正交异性板钢箱梁顶板顶面的影响规律,并对结构基面进行了优化,为钢箱梁桥面铺装结构体系的优化设计提供了技术支撑.

关 键 词:钢箱梁  基面结构参数  桥面铺装  弯拉应变  竖向位移  有限元

Effect of Steel Box Girder Base Structure on Deck Pavement
CHEN Yan-jin,ZHANG Shu-han,CHNEG Peng and ZHAO Jie-bing.Effect of Steel Box Girder Base Structure on Deck Pavement[J].Communications Standardization,2012(24):67-71.
Authors:CHEN Yan-jin  ZHANG Shu-han  CHNEG Peng and ZHAO Jie-bing
Institution:(Zhangjiakou Hande Traffic Highway Survey and Design Co.,Ltd.,Zhangjiakou 075000,China)
Abstract:With the help of ANSYS structure finite element analysis program, this paper studied the transverse flexural strain, the longitudinal bending strain and vertical displacement of the roof top-surface of the steel box girder in a variety of parameters of the base surface, given the influence law of orthotropic steel box girder for roof top surface in a variety of surface parameters, and optimized structure of the base surface, which can be provided technical support for the steel deck pavement structural system design optimization.
Keywords:steel box girder  base structure parameters  deck pavement  flexure tensile strain  vertical displacement  finite element
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