An investigation is performed to determine to what extent the state at a gr
owing crack tip vicinity can be characterised by J and Q calculated from FE
analyses of successively stationary crack tip positions. FE models in two-
dimensionals of single edge notch bend and double edge cracked panel specim
ens with several different crack lengths are used to cover a range of load
and constraint levels. The stress and strain fields are compared between di
fferent specimens keeping J- and Q-values equal. A remeshing technique in t
he commercial FE-code ABAQUS is used to enhance the efficiency of the analy
sis. The results show that the J-Q-theory provides reasonably accurate crac
k tip characterization also for growing cracks. This leads to the conclusio
n that FE analyses of successive stationary cracks rather than full FE prop
agation analyses are sufficient. The limit of validity for propagation is s
imilar to the validation limit for the stationary case, although somewhat m
ore restrictive.