A viscoplastic constitutive model for hot mix asphalt in compression at high confining pressure

被引:18
|
作者
Yun, Taeyoung [1 ]
Kim, Y. Richard [2 ]
机构
[1] Korea Inst Construct Technol, Infrastruct Res Dept, Highway Res Div, Goyang Si 411712, Gyeonggi Do, South Korea
[2] N Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27695 USA
关键词
Rate-dependent yield stress; Softening; Hot mix asphalt; Pavement; Confining pressure; FORMULATION;
D O I
10.1016/j.conbuildmat.2010.12.025
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the experimentally observed rate-dependent viscoplastic hardening-softening of hot mix asphalt (HMA) is modeled using Perzyna's flow rule and a rate-dependent yield stress function. The yield stress function, which is adopted from the convolution integral in linear viscoelasticity, is applied with a strain hardening rule in order to address both the sudden and gradual changes in rate dependence of the viscoplastic media that are due to repetitive creep and recovery loading. The experimental study is performed to characterize the behavior of HMA and verify the developed model at 55 degrees C with 500 kPa confining pressure. The developed model shows good agreement with the measured viscoplastic responses of HMA under various load levels and pulse times of repetitive creep and recovery loading histories. (C) 2010 Elsevier Ltd. All rights reserved.
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页码:2733 / 2740
页数:8
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