A common method of limiting the extent of damage induced by a propagat
ing buckle to a deep water pipeline is to periodically install along t
he line thick rings welded between adjacent strings of the pipe (integ
ral buckle arrestor). The rings locally increase the resistance to col
lapse and, when properly designed, arrest an incoming buckle. The effe
ctiveness of this type of local reinforcement as a buckle arrestor was
studied through a series of full-scale experiments and through a nume
rical model. The model was first proven to be capable of accurately si
mulating the quasi-static crossing of such arrestors by a buckle and w
as then used to study the arresting efficiency of this device as a fun
ction of the pipe and arrestor geometric and material parameters. This
paper briefly summarizes these results which are subsequently used to
establish some bounds for the arrestor thickness and length and to de
velop empirical design formulae for such devices. (C) 1998 Elsevier Sc
ience Ltd. All rights reserved.