摘要
为了分析CRCP参数对端部锚固性能的影响规律,基于结构力学的基本理论,按照位移法的基本思路,建立了综合考虑路面板与锚固地梁联合受力的CRCP在温度荷载作用下的位移和应力表达式.通过对该公式的分析,得出了各参数对端部锚固位移、端部锚固力和端部锚固地梁最大弯矩的影响规律.
In order to analysis the CRCP parameters influence law to end anchorage performance,based on the basic theory of structural mechanic,according to the idea of displacement method,the displacement expression and the stress expression are deduced for considering the combining continuously reinforced concrete pavement（CRCP） with lug in the anchored end.Through analyzing the expression,influence law of parameters to end anchorage displacement,end anchorage force,and to the max moment of end anchorage are obtained.
出处
《吉林建筑工程学院学报》
CAS
2010年第4期1-4,共4页
Journal of Jilin Architectural and Civil Engineering
基金
吉林省交通厅项目(2004-4-13)
吉林省教育厅项目(吉教科合字[2006]第95号)
关键词
道路工程
CRCP
端部锚固性能
影响规律
road engineering
continuously reinforced concrete pavement（CRCP）
end anchorage performance
influence law
