Experimental Study on AE Characteristics of Granite under Uniaxial Tension at Different Strain Rates

被引:0
作者
Yan Wang
Na Wang
Zhaozhu Wang
Yuzhi Chen
Yao Wang
Haitao Zhao
机构
[1] Hohai University,College of Civil and Transportation Engineering
[2] Jinling Institute of Technology,School of Architecture and Civil Engineering
来源
Journal of Wuhan University of Technology-Mater. Sci. Ed. | 2020年 / 35卷
关键词
granite; strain rate; uniaxial tension; AE characteristics; spectrum analysis;
D O I
暂无
中图分类号
学科分类号
摘要
To investigate the acoustic emission (AE) characteristics of quasi-brittle materials like rock and concrete, and to further analyze their damage and failure mechanism under seismic and other dynamic loads, the uniaxial tension test of granite cylinder specimens within the strain rate range of 10−7-10−4 s−1 was monitored by AE technology, and the typical AE characteristic parameters were analyzed using statistical and correlation analysis. The experimental results show that, with the increase of strain rate, the peak of AE hit rate appears earlier and increases; the proportion of AE hits with higher duration or amplitude increases significantly, the b-value shows a decreasing trend, and the distribution of AE frequency-amplitude is increasingly discrete. In addition, the obvious characteristic of double dominant frequency bands was observed in AE waveforms by using spectrum analysis, with the increase of strain rate, the percentage of A-type waveforms corresponding to low dominant frequency band increases, while that of D-type waveforms corresponding to high ones decreases accordingly, which is significance for the further study of the damage and failure mechanism of quasi-brittle materials.
引用
收藏
页码:691 / 698
页数:7
相关论文
共 50 条
[41]   Experimental research of sandstone dynamic strength criterion under different strain rates [J].
Gong Feng-qiang ;
Lu Dao-hui ;
Li Xi-bing ;
Rao Qiu-hua .
ROCK AND SOIL MECHANICS, 2013, 34 (09) :2433-+
[42]   Mechanical and energy dissipation characteristics of granite under different impact loads [J].
Jia S. ;
Wang Z. ;
Wu X. ;
Huang Y. .
Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2020, 52 (02) :67-74
[43]   A comparative study on permeability evolution of hot dry granite under different cooling rates [J].
Zhu Z. ;
Wang D. ;
Yang S. ;
Xie J. ;
Yuan Y. ;
Wu T. ;
Tian W. ;
Sun B. ;
Tian H. ;
Chen J. .
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2024, 43 (02) :385-398
[44]   Experimental Study on Mechanical Properties of Heated Granite under Different Cooling Ways [J].
Ni, Jing ;
Chen, Youliang ;
Wang, Peng ;
Azzam, Rafig .
ADVANCED TECHNOLOGIES IN MANUFACTURING, ENGINEERING AND MATERIALS, PTS 1-3, 2013, 774-776 :1281-+
[45]   Experimental and numerical studies on hydraulic fracturing characteristics with different injection flow rates in granite geothermal reservoir [J].
Cheng, Yuxiang ;
Zhang, Yanjun ;
Yu, Ziwang ;
Hu, Zhongjun ;
Ma, Yueqiang ;
Yang, Yunxing .
ENERGY SCIENCE & ENGINEERING, 2021, 9 (01) :142-168
[46]   CRACKING CHARACTERISTICS OF GRANITE UNDER DIFFERENT LASER POWERS [J].
Yang, Lei ;
Xie, Jing ;
Liu, Jun-Jun ;
Zhou, Xue-Min .
THERMAL SCIENCE, 2025, 29 (2B) :1313-1317
[47]   A study on the fracture morphology of brittle fibers under different strain rates [J].
Huang, Wen ;
Huang, Zhongwei .
JOURNAL OF COMPOSITE MATERIALS, 2011, 45 (05) :591-596
[48]   Deformation characteristics of nanocrystalline TWIP steel under uniaxial tension and compression [J].
Mohammadzadeh, Roghayeh .
MECHANICS OF MATERIALS, 2019, 138
[49]   Experimental Study on the Mechanical and Acoustic Characteristics of Cemented Backfill with Unclassified Tailings at Different Curing Ages under Uniaxial Compression [J].
Zhao, Kui ;
Li, Wenhui ;
Ding, Hui ;
Zeng, Peng ;
Xiang, Weibin ;
Zhang, Min ;
Liu, Zhouchao ;
Li, Yanda .
SUSTAINABILITY, 2023, 15 (09)
[50]   Crack initiation of granite under uniaxial compression tests:A comparison study [J].
Guokai Zhang ;
HBLi ;
MYWang ;
XFLi .
Journal of Rock Mechanics and Geotechnical Engineering, 2020, 12 (03) :656-666