Interaction Between Lateral Buckling and Propagation Buckling in Textured Deep Subsea Pipelines

Author:

Karampour Hassan1,Albermani Faris2,Major Peter2

Affiliation:

1. Griffith University, Gold Coast, Australia

2. The University of Queensland, Brisbane, Australia

Abstract

Novel analytical solution to lateral buckling of pipelines based on localization of buckle patterns is proposed. Finite element study is conducted on lateral buckling of a full length pipe. Analytical and FE results are compared and advantages of analytical solution to FE model are highlighted. Interaction between lateral buckling and propagation buckling of cylindrical pipe and textured pipe under transient load path are investigated.

Publisher

American Society of Mechanical Engineers

Cited by 8 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. SUPER DƏRİNLİKLƏRDƏ HİDROSTATİK TƏZYİQDƏN VƏ ƏYİCİ MOMENTDƏN YARANAN GƏRGİNLİKLƏRİN SUALTI BORU KƏMƏRLƏRİNƏ TƏSİRİ;PAHTEI-Procedings of Azerbaijan High Technical Educational Institutions;2024-01-23

2. Lateral Buckling of an Elastic Pipe on a Frictional Seabed;Journal of Offshore Mechanics and Arctic Engineering;2023-02-06

3. Bending Capacity of Pipe-in-Pipe Systems Subjected to External Pressure;Lecture Notes in Civil Engineering;2019-09-04

4. On collapse of the inner pipe of a pipe-in-pipe system under external pressure;Engineering Structures;2018-10

5. Modelling of flow around hexagonal and textured cylinders;Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics;2018-09

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