“…For this instant to be calculated, the time to fracture, t f , requires the application of a fracture criterion. Ritchie et al (1973) presented a local stress fracture criterion (RKR criterion) to explain crack propagation for a two-dimensional problem under static conditions, and was further applied under dynamic conditions by other authors (Wall, 2002;Jayadevan et al, 2002). This criterion holds that a crack propagates when the normal stress to the crack plane, r yy , at a characteristic distance from the tip of the crack, d c , reaches a critical value, r f (Fig.…”