Journal
THEORETICAL AND APPLIED FRACTURE MECHANICS
Volume 119, Issue -, Pages -Publisher
ELSEVIER
DOI: 10.1016/j.tafmec.2022.103323
Keywords
Rock fracture; Sharp V-notch; Digital image correlation (DIC); Dynamic notch fracture toughness; Loading rate
Categories
Funding
- National Key Research and Development Program of China [2021YFC2902103]
- National Natural Science Foundation of China [52174094]
- State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Beijing [SKLGDUEK2125]
- Fundamental Research Funds for the Central Universities [2021YQLJ02]
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This study investigates the dynamic fracture behavior of rock specimens with a sharp V-notch through experiments and numerical simulations. Ultra-high speed photography and digital image correlation are used to observe the fracture process and extract relevant fracture parameters. The experimental results validate the applicability of digital image correlation in studying the dynamic brittle fracture in sharp V-notched rock specimens.
Notched semi-circular bend (NSCB) method suggested by the International Society for Rock Mechanics and Rock Engineering (ISRM) only studies the static or dynamic brittle fracture in rock specimens with a local crack defect. This study aims to provide further insights into dynamic fracture behaviors of rock specimens containing a sharp V-notch loaded by a modified split Hopkinson pressure bar (SHPB) system. Ultra-high speed photography is utilized for real-time observation of the dynamic fracture process, and the two-dimensional displacement fields on the specimen surface are calculated using digital image correlation (DIC) method. The fracture parameters including the dynamic notch stress intensity factor (NSIF) at the sharp V-notch tip, and the dynamic stress intensity factor (SIF) and crack velocity at the propagating crack tip are first extracted from the displacement fields using the over-deterministic method. The effects of notch angle and loading rate on the dynamic notch fracture toughness before macrocrack onset and the dynamic crack propagation toughness after macrocrack initiation are subsequently studied. The experimental results are eventually compared with the numerical data obtained by the finite element method (FEM) and the existing results in the previous works. These results validate that the DIC method is applicable to study the dynamic brittle fracture in sharp V-notched rock specimens and predict the fracture resistance of V-notched rock components in actual rock engineering.
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