4.7 Article

Influence of Bedding Planes on Mode I and Mixed-Mode (I-II) Dynamic Fracture Toughness of Coal: Analysis of Experiments

期刊

ROCK MECHANICS AND ROCK ENGINEERING
卷 54, 期 1, 页码 173-189

出版社

SPRINGER WIEN
DOI: 10.1007/s00603-020-02250-9

关键词

Coal; Bedding planes; Dynamic fracture toughness; Mixed-mode I-II

资金

  1. National Natural Science Foundation of China [51874312]
  2. Beijing Natural Science Foundation [8184082]
  3. YueQi Distinguished Scholar Project of China University of Mining and Technology, Beijing

向作者/读者索取更多资源

Bedding planes significantly influence the effective dynamic fracture toughness and crack propagation characteristics of coal, with decreasing DFT and crack propagation velocity as the bedding-plane angles increase. The crack initiation direction is affected by bedding planes, and the crack propagation path is jointly determined by the direction of maximum principal stress and bedding planes. In pure mode I, crack propagation velocities increase with the increase of bedding-plane angles, while in mixed-mode I-II, the largest velocity occurs at a bedding-plane angle of 45 degrees, with loading velocities peaking at this angle before decreasing rapidly.
To determine the influence of bedding planes on pure mode I and mixed-mode I-II dynamic fracture toughness (DFT) and crack propagation characteristics of coal, a modified split Hopkinson pressure bar (SHPB) system is used to test notched semi-circular bend (NSCB) specimens. The DFT is calculated by the finite element code Abaqus. Two strain gauges are used to measure the crack propagation velocity and the crack propagation path is recorded by a high-speed digital camera. The results show that bedding planes have significant influences on the effective DFT and crack propagation characteristics of coal. As the bedding-plane angles increase (meaning the geometric positional relationship of the loading direction and the bedding-plane direction transforms from perpendicular to parallel), the effective DFT and peak force decrease. The bedding planes affect the crack initiation direction, and the crack propagation path is jointly determined by the direction of maximum principal stress and the bedding planes. For pure mode I, the crack propagation velocities rise with the increase of bedding-plane angles. However, for mixed-mode I-II, the largest velocity is at the bedding-plane angle of 45 degrees. Moreover, the largest loading velocities at the linear stage of the loading history all occur at 45 degrees and decrease rapidly thereafter.

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