Experimental verification and theoretical analysis on Felicity effect of acoustic emission in concrete

被引:2
|
作者
Yuan, Rui-fu [1 ,2 ]
Li, Yuan-hui [2 ]
Zhao, Xing-dong [2 ]
机构
[1] Henan Polytech Univ, Sch Energy Sci & Engn, Jiaozuo 454100, Peoples R China
[2] Northeastern Univ, Sch Resource & Civil Engn, Shenyang 110004, Peoples R China
来源
PROGRESSES IN FRACTURE AND STRENGTH OF MATERIALS AND STRUCTURES, 1-4 | 2007年 / 353-358卷
关键词
concrete; cyclic loading; acoustic emission; Kaiser effect; Felicity effect; damage;
D O I
10.4028/www.scientific.net/KEM.353-358.2333
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The experiment of acoustic emission (AE) on concrete specimens under uniaxial cyclic loading was conducted. The Kaiser effect of acoustic emission in concrete and the Felicity effect, which manifest the memorizing ability to the maximum previous stress level of Kaiser effect, were validated by the experiment. The mechanism of Felicity effect was analyzed based on the theory of statistical damage mechanics and a tentative AE factor constitutive model of brittle material under uniaxial cyclic loading was suggested. The curve of constitutive model is in good coincidence with the curve from the experiment. The experimental results showed that the Felicity effect became clearer along with the increasing of stress level. Each loading cycle would cause new damage inside the material, and the response of material to the new loading cycle is different from the previous cycle.
引用
收藏
页码:2333 / +
页数:2
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