On the Length of the Transition Zone in Unconfined Buckle Propagation

Author:

Bhat S. U.1,Wierzbicki T.1

Affiliation:

1. Department of Ocean Engineering, Massachusetts Institute of Technology, Cambridge, Mass. 02139

Abstract

When 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.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. On the buckling crossover of thick-walled pipe bend under external pressure;Ocean Engineering;2022-12

2. On the Propagation Pressure of Pipelines;Mechanics of Offshore Pipelines, Volume 2;2021

3. Nonlinear contact between inner walls of deep sea pipelines in buckling process;Journal of Ocean University of China;2015-01-15

4. Ring–truss theory on offshore pipelines buckle propagation;Thin-Walled Structures;2014-12

5. Propagating Instabilities in Structures;Advances in Applied Mechanics;1993

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