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SBS改性沥青混合料损伤模型分析
引用本文:应荣华,陈骁,张志勇.SBS改性沥青混合料损伤模型分析[J].长沙交通学院学报,2006,22(1):42-47.
作者姓名:应荣华  陈骁  张志勇
作者单位:长沙理工大学,公路工程学院,湖南,长沙,410076
摘    要:通过SBS改性沥青混合料的单轴拉伸试验,分析了粘弹性模型与损伤模型的特性,并耦合成粘弹性连续损伤模型;从能量的角度考虑了SBS改性沥青混合料的疲劳损伤特性和损伤效应,并建立了一种与拉伸应变水平相关的疲劳损伤模型。模型与试验吻合较好,可预测不同拉伸应变水平下SBS改性沥青混合料的疲劳寿命。

关 键 词:拉伸试验  粘弹性  损伤因子  疲劳损伤
文章编号:1000-9779(2006)01-0042-06
收稿时间:06 27 2005 12:00AM
修稿时间:2005年6月27日

Damage Model Analysis of SBS Modified Asphalt Mixture
YING Rong-hua,CHEN Xiao,ZHANG Zhi-yong.Damage Model Analysis of SBS Modified Asphalt Mixture[J].Journal of Changsha Communications University,2006,22(1):42-47.
Authors:YING Rong-hua  CHEN Xiao  ZHANG Zhi-yong
Institution:College of Highway Engineering, Changsha University of Science and Technology, Changsha 410076, China
Abstract:The characteristic of the visco-elastic models and the damage models have been analyzed by the SBS modified asphalt mixture monaxial tension tests,and coupling becomes visco-elastic and damage models in succession.The fatigue damage characteristics of the SBS modified asphalt mixture and damage effect in terms of energy has also considered and a kind of fatigue damage models correlated with tensile strain level,the models and testing identically better have been built,which can predict the fatigue life of the SBS modified asphalt(mixture) under different tensile strain competence.
Keywords:tension tests  visco-elastic  damage factors  fatigue damage  
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