大悬臂斜腹板宽幅箱梁剪力分析  

Shear analysis of wide box girder with large cantilevere inclined web

作　　者：肖运栋 XIAO Yun-dong(Guangzhou Municipal Engineering Design&Research Institute,Guangzhou 510060,China)

机构地区：[1]广州市市政工程设计研究总院,广东广州510060

出　　处：《黑龙江交通科技》2018年第2期71-72,75,共3页Communications Science and Technology Heilongjiang

摘　　要：通过工程实例和ANSYS计算,分析大悬臂斜腹板宽幅箱梁在自重作用下各腹板剪力传递的特点,并对影响剪力传递的因素进行研究,为该种桥型的的设计提出建议。In this paper,through the engineering example and ANSYS calculation,the shear transmission of wide box girder with large cantilevere inclined web under the action of dead weight are analyzed,and the factors affecting the shear transmission are analyzed.Make a suggestion for the design of this type of bridge.

关 键 词：大悬臂 斜腹板 宽幅箱梁 剪力传递 

分 类 号：U442[建筑科学—桥梁与隧道工程]