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作者:

Li, Jingyan (Li, Jingyan.) | Gao, Wenxue (Gao, Wenxue.) (学者:高文学) | Song, Xiaolong (Song, Xiaolong.)

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摘要:

Considering that an irregular ubiquitiformal fracture surface is resulted from the heterogeneity of rock material, a numerical simulation on the extension of a ubiquitiformal crack in rock material was carried out by using the ABAQUS software, together with the Weibull distribution characterization of the heterogeneity of material properties. The ubiquitiformal crack extension of rock material under dynamic tensile loading was analysed and the complexity of the fractured profile was calculated by using the box counting dimension. The numerical results were in good agreement with previous experimental data. The results of the crack extension path and the complexity of the fracture surface under different strain rate show that the complexity decreases with the increase of strain rate. Furthermore, from the analysis of ubiquitiformal fracture energy, it is found that the energy release rate increases with the increase of strain rate. Under lower strain rate, the crack propagates in the direction of minimum energy dissipation, while, with the increase of strain rate, the crack penetrates through the higher fracture energy element and propagates along the self-similar extension direction. These results imply that the strain rate effect on the extension of the ubiquitiformal crack can be induced by the heterogeneity of rock material, which could help to understand the mechanism of ubiquitiformal fracture. © 2018, Editorial Office of Journal of Vibration and Shock. All right reserved.

关键词:

ABAQUS Cracks Dynamic loads Energy dissipation Fracture Fracture energy Numerical models Rocks Strain rate Tensile strength Weibull distribution

作者机构:

  • [ 1 ] [Li, Jingyan]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Gao, Wenxue]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Song, Xiaolong]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China

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来源 :

Journal of Vibration and Shock

ISSN: 1000-3835

年份: 2018

期: 22

卷: 37

页码: 88-91 and 103

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WoS核心集被引频次: 0

SCOPUS被引频次: 6

ESI高被引论文在榜: 0 展开所有

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