Discrete element method is used to study the fracture process zone.
A servo-controlled loading system is defined to capture the post-peak rock behavior.
Two methods to define the process zone domain are introduced.
Material ductility and specimen size do not affect the shape of the process zone if the macro-crack extension at the peak load is considered.
Preferential orientation of damaged contacts in the process zone suggests development of an anisotropic region around the macro-crack.