Complete dynamic fracture process of sandstone under impact loading: experiment and analysis

被引:0
|
作者
Li, Lian [1 ]
Yang, Li-Ping [2 ]
Cao, Fu [3 ]
Wang, Qi-Zhi [1 ,2 ,3 ]
机构
[1] College of Architecture and Environment, Sichuan University, Chengdu,610065, China
[2] State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection, Chengdu,610059, China
[3] State Key Laboratory of Hydraulics and Mountain River Engineering, Chengdu,610065, China
来源
关键词
Arrest toughness - Dynamic fracture process - Dynamic propagation - Flattened brazilian discs - Initiation toughness;
D O I
10.13225/j.cnki.jccs.2016.0161
中图分类号
学科分类号
摘要
The authors are the first to study the complete dynamic fracture process in the mode-I rock dynamic fracture test by impacting diametrically the holed single cracked flattened Brazilian disc specimens of sandstone with large-diameter (φ 100 mm) split Hopkinson pressure bar (SHPB). The dynamic crack initiation, propagation and arrest are detected successfully under the low air-pressure loading condition (0.16-0.17 MPa) for the projectile of SHPB, and the striking velocity of the projectile is 3.7-4.4 m/s. When the crack is arrested, the crack stays stationary for a comparatively long time before re-initiating. The dynamic initiation time, crack propagation velocity and dynamic arrest time were determined by the time signal measured by the crack propagation gauge. An experimental-numerical-analytical method was adopted to determine the dynamic initiation, propagation, and arrest toughness of sandstone. The effects of loading rate relating to the dynamic initiation toughness and initiation time were analyzed respectively from micro-scale perspective. © 2016, Editorial Office of Journal of China Coal Society. All right reserved.
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页码:1912 / 1922
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