Experimental Analysis of Sandstone Under Uniaxial Cyclic Loading Through Acoustic Emission Statistics

被引:22
作者
Jiang, Deyi [1 ]
Xie, Kainan [1 ]
Chen, Jie [1 ]
Zhang, Shuilin [1 ]
Tiedeu, William Ngaha [1 ]
Xiao, Yang [1 ,2 ]
Jiang, Xiang [1 ,2 ]
机构
[1] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400044, Peoples R China
基金
中国国家自然科学基金;
关键词
Sandstone; Uniaxial cyclic loading; Acoustic emission; Statistics; CRACKLING NOISE; CONCRETE STRUCTURES; BEHAVIOR; FATIGUE; ROCK; CLASSIFICATION; PREDICTABILITY; DISTRIBUTIONS; CRACKING; FAILURE;
D O I
10.1007/s00024-018-1960-4
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The aim of this study is to assess the evolution of acoustic emission (AE) energy distribution and acoustic emission waiting time of sandstone under uniaxial cyclic loading. Experimental study was conducted to collect AE data for this purpose. The uniaxial cyclic loading test results were statistically analyzed to determine the change in the AE energy distribution as the number of loading cycles increases. The outcomes of this study show that the relationship between energy distributions of acoustic emission signals, P(E), and the absolute energy level can be expressed by a power law where its exponent, epsilon, changes as the number of cycles increases. Close to the failure stage, epsilon decreases sharply as the number of cycles increases in accordance with the mean field theory. Furthermore, the existence of temporal correlations was studied by the waiting time and it reveals the existence of acoustic emission signals clustering also in power law (characterized by ). The evolutions of epsilon and identify a way to signal cyclic loading collapse for brittle material before the sudden disaster failure.
引用
收藏
页码:265 / 277
页数:13
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