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contributor authorS. U. Bhat
contributor authorT. Wierzbicki
date accessioned2017-05-08T23:25:25Z
date available2017-05-08T23:25:25Z
date copyrightMay, 1987
date issued1987
identifier issn0892-7219
identifier otherJMOEEX-28041#155_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102831
description abstractWhen a buckle propagates down an underwater pipeline due to excessive hydrostatic pressure, the permanent plastic deformations and sectional collapse of the tube are restricted to a finite length transition zone. The existing theoretical predictions of the propagation pressure Pp are based on ring models neglecting the axial effects in the transition zone. An analysis of the transition phenomenon has not been reported so far. The present paper analyzes the transition zone in an unconfined propagating buckle using a simple model of the pipe consisting of rings and stringlike generators. The thrust of this paper is toward establishing a basic understanding of the transition phenomenon, necessary to improve the theoretical predictions of the propagation pressure further. Expressions for the length of the transition zone have been derived in terms of the material and geometric parameters of the pipe. The results are compared with limited experimental data kindly provided to us by Kyriakides.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn the Length of the Transition Zone in Unconfined Buckle Propagation
typeJournal Paper
journal volume109
journal issue2
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.3257004
journal fristpage155
journal lastpage162
identifier eissn1528-896X
treeJournal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 002
contenttypeFulltext


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