摘要
以连续配筋混凝土路面加铺沥青层结构为研究对象,利用软件ANSYS建立其三维有限元模型,分析了加铺层厚度、加铺层模量及荷载作用位置对层间应力的影响,得到可靠结论。
Taking asphalt layer structure added on continuously reinforced concrete pavement as the research target, using the software ANSYS to establish tri-dimensional finite element model, the paper analyzes the impact of adding layer thickness, adding layer modulus and loading location upon the interface stress, and draws reliable conclusions.
出处
《山西建筑》
2012年第26期147-148,共2页
Shanxi Architecture
关键词
连续配筋混凝土
沥青混凝土
复合式路面
层间剪应力
有限元法
continuously reinforced concrete, asphalt concrete, composite pavement, interface shear stress, finite element method
