Research Article
Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses
Figure 11
Evolution of anisotropy in tangential forces during shearing: (a) εa = 0%; (b) εa = 1%; (c) εa = 2%; (d) εa = 4%; (e) εa = 8%; (f) εa = 16%.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |