This paper presents a computational approach to safety assessment of submer
ged pipelines, exposed to underwater shock. The fluid-structure interaction
between the seawater and pipeline are handled using the coupled finite-ele
ment and boundary-element codes, based on the Doubly Asymptotic Approximati
on (DAA). The shock pressure transmitted from the seawater and sea bottom i
s calculated based on published empirical equations, which are incorporated
into the coupled fluid-structure codes. Four cases of pipeline configurati
ons were modeled and simulated, in this study. The first case is a submerge
d empty pipeline without any cover, the second case is a submerged empty pi
peline with concrete cover, the third case is an empty pipeline buried in s
and and the fourth case deals with a fluid-filled pipeline buried in sand.
A comparison between the four pipeline configurations is made, and the effe
cts of the concrete cover and sand for the protection of the pipeline are e
xamined. (C) 2000 Elsevier Science Ltd. All rights reserved.