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基于有限元的半刚性基层沥青路面裂缝断裂力学分析
引用本文:张亚军,李春雷,黄晓明,周书林.基于有限元的半刚性基层沥青路面裂缝断裂力学分析[J].中南公路工程,2007,32(3):102-105.
作者姓名:张亚军  李春雷  黄晓明  周书林
作者单位:东南大学交通学院 江苏南京210096(张亚军,黄晓明),江苏沿江高速公路有限公司 江苏常熟215500(李春雷),广西区公路管理局 广西南宁530023(周书林)
摘    要:路面裂缝尖端应力强度因子和J积分是判断裂缝开裂扩展的重要指标,应用商业通用有限元软件ABAQUS,建立了8节点等参单元的有限元模型,采用奇异单元及断裂力学理论,对江苏省典型的半刚性基层沥青路面结构裂缝问题进行了荷载和温度应力数值分析,结果能反映路面破坏的现象和规律,为分析沥青路面开裂提供依据。

关 键 词:裂缝  有限元  断裂力学  温度应力
文章编号:1002-1205(2007)03-0102-04
修稿时间:2005-08-16

Fracture mechanic analysis of semi-rigid base asphalt pavement
ZHANG Yajun, LI Chunle, HUANG Xiaoming, ZHOU Shulin.Fracture mechanic analysis of semi-rigid base asphalt pavement[J].Central South Highway Engineering,2007,32(3):102-105.
Authors:ZHANG Yajun  LI Chunle  HUANG Xiaoming  ZHOU Shulin
Institution:1. Transportation College, Southeast University, Nanjing, Jiangsu 210096, China; 2. Jiangsu Yanjiang Expressway CO. , LTD, Changshu Jiangsu 215500, China; 3. Guangxi Highway Administration Bureau, Nangning, Guangxi 530023, China
Abstract:The stress intensity factor and J integral at the pavement crack tip is an important index to judge the crack to grow or not. In this paper a finite element analysis model of 8-node isoparametric elements was established by the commercial FEM software ABAQUS and the crack of asphalt pavement which caused by temperature and load was analysed with the singularity isoparametric elements and fracture mechanics theory for the typical asphalt pavement structure of Jiangsu province.The road destroy phenomenon and law can be truly imaged from the results and be provided to the crack.
Keywords:crack  finite element  fracture mechanics  temperature stress
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