The paper investigates the behaviour of finite elements with embedded displ
acement discontinuities that represent cracks. Examples of fracture simulat
ions show that an incorrect separation of nodes due to a locally mispredict
ed crack direction leads to a severe stress locking, which produces spuriou
s secondary cracking. As a possible remedy the paper advocates a new concep
t of a model with transition from a smeared to an embedded (discrete) crack
. An additional improvement is achieved by reformulating the smeared part a
s non-local. Various criteria for placing the discontinuity are compared, a
nd the optimal technique is identified. Remarkable insensitivity of the res
ulting model to mesh-induced directional bias is demonstrated. it is shown
that the transition to an explicit description of a widely opening crack as
a displacement discontinuity improves the behaviour of the combined model
and remedies certain pathologies exhibited by regularized continuum models.
Copyright (C) 2001 John Wiley & Sons, Ltd.