Research Article
Crack Initiation Criteria and Fracture Simulation for Precracked Sandstones
Figure 5
Calculation model diagram of single-crack sample (r = 0): (a) closed crack: crack angle β = 15°, crack thickness d = 0.5 mm; (b) nonclosed crack: crack angle β = 45°, crack thickness d = 2 mm.
(a) |
(b) |