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加速加载条件下沥青路面疲劳破坏分析
引用本文:胡朋,柳志军.加速加载条件下沥青路面疲劳破坏分析[J].山东交通学院学报,2010,18(1):74-77.
作者姓名:胡朋  柳志军
作者单位:1. 山东交通学院土木工程系,山东,济南,250023;同济大学交通运输工程学院,上海,201804
2. 中国矿业大学建筑工程学院,江苏,徐州,221008
摘    要:建立沥青路面有限元模型,按照我国沥青路面设计规范对所建模型施加1次标准荷载进行静力分析,然后施加200万次的循环标准荷载,进行疲劳破坏分析。模拟结果表明,在仅考虑载荷作用时,沥青路面疲劳破坏首先发生在轮迹中心处,然后向两侧扩展。

关 键 词:路面加速加载  有限元  沥青路面  疲劳破坏  

Asphalt Pavement Fatigue Failure Analysis in Condition of Accelerated Pavement Testing
HU Peng,LIU Zhi-jun.Asphalt Pavement Fatigue Failure Analysis in Condition of Accelerated Pavement Testing[J].JOURNAL OF SHANDONG JIAOTONG UNIVERSITY,2010,18(1):74-77.
Authors:HU Peng    LIU Zhi-jun
Institution:1.Department of Civil Engineering;Shandong Jiaotong University;Jinan 250023;China;2.Transportation Engineering School;Tongji University;Shanghai 201804;3.School of Architecture and Civil Engineering;China University of Mining and Technology;Xuzhou 221008;China
Abstract:Finite element model is built and the standard axle loading is applied for one time and 200 million times according to specification for the design of highway asphalt pavement.Then fatigue analysis is carried out.Simulation results show that asphalt pavement fatigue failure first occurs in the center of wheel traces and then develop to the two sides if the loading effect alone is under consideration.
Keywords:APT  finite element  asphalt pavement  fatigue failure  
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