摘要
以装配式钢筋混凝土简支空心板桥为分析对象,通过对桥面铺装层与桥面板之间有无界面缺陷情况的三维有限元计算,分析了桥面铺装层的受力特性和界面连接状况对层间剪应力分布的影响,为铺装层设计和施工提供参考。
As object with assembled reinforced concrete simply - supported bridge of voided slab,on the basis of calculation of three - dimentional finite element( calculating if there is interface defect between flooring layer and floor slab) ,the paper analyzes the load bearing behavior of flooring layer and the influence of interface connecting state on distribution of shear stress between layers, which can provide reference for design and construction of flooring layer.
出处
《北方交通》
2008年第1期116-118,共3页
Northern Communications
基金
重庆交通大学(桥梁)结构工程重点实验室开放基金资助项目
关键词
桥面铺装
界面缺陷
层间剪应力
Flooring
Interface defect
Shear stress between layers