Energy-derived, damage-based failure criterion for fatigue testing

被引:166
作者
Ghuzlan, KA [1 ]
Carpenter, SH [1 ]
机构
[1] Univ Illinois, Dept Civil Engn, Urbana, IL 61801 USA
来源
2000 TRB DISTINGUISHED LECTURE, PT 1 - ASPHALT MIXTURES 2000, PT 2: MATERIALS AND CONSTRUCTION | 2000年 / National Research Council卷 / 1723期
关键词
D O I
10.3141/1723-18
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Determination of the failure limit in a repeated-load fatigue test in the laboratory has relied entirely on the arbitrary selection of a fixed criterion. The constant strain and constant stress modes of fatigue loading have been described by a consistent definition of failure in flexural fatigue testing because of the distinctly different application of energy during the loading history. The most widely accepted definition is a decrease in initial stiffness by SO percent. Procedures examining energy input and dissipated energy have required different schemes for each mode in an attempt to describe similar states of damage in the mixture. A proposed method is presented for examining dissipated energy to select a consistent level of material behavior that is indicative of the damage accumulation in the mixture. This procedure shows the similarity between the constant stress and constant strain modes of testing and is shown to provide the potential for unifying the now phenomenological description of fatigue with a more rational energy-based description.
引用
收藏
页码:141 / 149
页数:9
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