Mesostructural damage simulation of asphalt mixture using microscopic interface contact models

被引:30
作者
Dong, Zejiao [1 ]
Gong, Xiangbing [1 ]
Zhao, Lidong [2 ]
Zhang, Lei [1 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China
[2] Highway Minist Transport, Room Res Inst 531, Beijing 100088, Peoples R China
基金
中国国家自然科学基金;
关键词
Interface; Damage; Uniaxial tension; Digital image processing; Finite element method; CONCRETE; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2013.11.109
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mesostructure and contact interface properties are important for material design and performance assessment of asphalt mixtures, which is sensitive to the crack. Conventional asphalt mixture design method always ignores the fact that mesostructure and interface significantly influence the performance of pavement. To evaluate these factors, firstly the properties of contacting interface between asphalt and aggregate were achieved through uniaxial tension test. Then numerical cohesive zone model (CZM) was utilized to estimate the crack resistance of the interface based on laboratory damage parameters. Finally, mesostructural damage simulation of asphalt mortar was conducted to unfold the entire cracking distribution, which included the contact interface properties. The results show that mesostructural parameters and interface properties have an important impact on damage characteristics. However, these factors are not comprehensively understood in current hot mixture asphalt design method. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:665 / 673
页数:9
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