Numerical research on the lateral global buckling characteristics of a high temperature and pressure pipeline with two initial imperfections

• Published in: PloS one Vol. 13; no. 3; p. e0194426
• Main Authors: Liu, Wenbin, Liu, Aimin
• Format: Journal Article
• Language: English
• Published: United States Public Library of Science 19.03.2018; Public Library of Science (PLoS)
• Subjects: Algorithms; Arches; Axial forces; Bending moments; Buckling; Computer simulation; Deep water; Deepwater pipelines; Defects; Engineering and Technology; Exploitation; Failure; Finite element analysis; Gas pipelines; Gene expression; Geometry; High temperature; Hot Temperature; International conferences; Mathematical models; Mechanical properties; Methods; Models, Theoretical; Natural gas; Numerical simulations; Ocean engineering; Offshore; Offshore drilling rigs; Offshore engineering; Petroleum pipelines; Physical Sciences; Pipelines; Pressure; Research and Analysis Methods; Risk; Simulation; Studies; Superposition (mathematics); Water pipelines; Wavelength; Arctic region; China
• ISSN: 1932-6203; 1932-6203
• DOI: 10.1371/journal.pone.0194426

With the exploitation of offshore oil and gas gradually moving to deep water, higher temperature differences and pressure differences are applied to the pipeline system, making the global buckling of the pipeline more serious. For unburied deep-water pipelines, the lateral buckling is the major buckling form. The initial imperfections widely exist in the pipeline system due to manufacture defects or the influence of uneven seabed, and the distribution and geometry features of initial imperfections are random. They can be divided into two kinds based on shape: single-arch imperfections and double-arch imperfections. This paper analyzed the global buckling process of a pipeline with 2 initial imperfections by using a numerical simulation method and revealed how the ratio of the initial imperfection's space length to the imperfection's wavelength and the combination of imperfections affects the buckling process. The results show that a pipeline with 2 initial imperfections may suffer the superposition of global buckling. The growth ratios of buckling displacement, axial force and bending moment in the superposition zone are several times larger than no buckling superposition pipeline. The ratio of the initial imperfection's space length to the imperfection's wavelength decides whether a pipeline suffers buckling superposition. The potential failure point of pipeline exhibiting buckling superposition is as same as the no buckling superposition pipeline, but the failure risk of pipeline exhibiting buckling superposition is much higher. The shape and direction of two nearby imperfections also affects the failure risk of pipeline exhibiting global buckling superposition. The failure risk of pipeline with two double-arch imperfections is higher than pipeline with two single-arch imperfections.