4.7 Article

Determination of dynamic rock Mode-I fracture parameters using cracked chevron notched semi-circular bend specimen

期刊

ENGINEERING FRACTURE MECHANICS
卷 78, 期 15, 页码 2633-2644

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2011.06.022

关键词

Dynamic rock fracture; CCNSCB; Dynamic initiation toughness; Dynamic propagation toughness; Fracture energy; Stable-unstable crack transition

资金

  1. Natural Sciences and Engineering Research Council of Canada (NSERC) [72031326]
  2. CAS/SAFEA
  3. State Key Laboratory of Science and Technology, Beijing Institute of Technology [Z110802]

向作者/读者索取更多资源

Rock dynamic fractures are common in many geophysical processes and engineering applications. Characterization of rock dynamic fracture properties such as the initiation fracture toughness, the fracture energy, and the fracture velocity, is thus of great importance in rock mechanics. A novel method is proposed in this work to measure dynamic Mode-I rock fracture parameters using a cracked chevron notched semi-circular bend (CCNSCB) specimen loaded by a split Hopkinson pressure bar (SHPB) apparatus. A strain gauge is mounted on the sample surface near the chevron notch to detect the fracture onset, and a laser gap gauge (LGG) is used to monitor the crack surface opening distance (CSOD) during the dynamic test. With dynamic force balance achieved in the tests, the stable-unstable transition of the crack propagation crack is observed and the initiation fracture toughness is calculated from the dynamic peak load. The average dynamic fracture energy as well as the fracture propagation toughness are calculated based on the first law of thermodynamics. The measured dynamic fracture properties of Laurentian granite using CCNSCB method are consistent with those reported in the literature using other methods. (C) 2011 Elsevier Ltd. All rights reserved.

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