摘要
在对刚性桥面铺装受力特性进行分析的基础上,以陕西某一工程建筑为例,根据该刚性桥梁的结构概况,采取三维有限元方法,对该工程中铺装层在空心板企口缝处的相关剪应力状况进行了计算分析,并总结了刚性桥面铺装层对空心板之间的粘结性能,以供参考。
Based on the stress characteristics analysis on rigid bridge deck pavement, taking a project construction in Shaanxi as an example, according to the structure summary of the rigid bridge, using the three dimensional finite element method, calculated and analyzed the related shear stress conditions of hollow plate groove joint in this project pavement layers, and summarized the bond performance between rigid bridge deck pavement and hollow plate, for reference.
出处
《山西建筑》
2014年第29期183-184,共2页
Shanxi Architecture
关键词
刚性桥面
桥面铺装
受力特性
应力
rigid bridge deck, bridge deck pavement, stress characteristics, stress
