Vol. 17, No. 2, pp. 210-220 (2021)
LINE-ELEMENT FORMULATION FOR UPHEAVAL BUCKLING ANALYSIS OF
BURIED SUBSEA PIPELINES DUE TO THERMAL EXPANSION
Ji-Hui Ning 1, Si-Wei Liu 2, Jian-Hong Wan 1 and Wei Huang 1,3 *
1 School of Civil Engineering, Sun Yat-Sen University, Guangzhou, China
2 Depatment of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
3 Southern Marine Science and Engineering Guangdong Laboratory, Zhuhai, China
*(Corresponding author: E-mail:This email address is being protected from spambots. You need JavaScript enabled to view it.)
Received: 11 April 2021; Revised: 21 May 2021; Accepted: 21 May 2021
DOI:10.18057/IJASC.2021.17.2.10
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ABSTRACT
Subsea pipeline is the critical component in the offshore systems for transporting oil and gas from resource sites to ports. Its structural failure will be a disaster of heavily polluting the environment leading to unpredictable losses. The mediums inside subsea pipelines are conventionally heated in service for easier transporting after increasing fluidity, resulting in accumulative thermal expansion of the pipeline to induce thermal expansion, triggering upheaval buckling. It is crucial when designing subsea pipelines but always challeng-ing to evaluate rigorously because of the complexities in such consideration. A pipeline might length for miles, while the numerical analysis model using conventional solid finite elements is huge in computational expense, making the successful analysis very time-consuming. This research innovatively develops a new line element, namely the pipeline element, featuring the explicit consider-ations of soil-pipe interactions and thermal expansion. This element is numerically efficient by eliminating modeling buried soils. The element derivation procedure is elaborated with details, while a Newton-Raphson typed numerical analysis procedure is proposed for nonlinear analysis of pipelines subjected to thermal expansion. An Updated-Lagrangian description is employed for facilitating large deflections. Three groups of examples are provided to demonstrate the numerical robustness of the proposed method. Finally, a case study is given to identify the vital influential factors to the thermal upheaval buckling of pipelines.
KEYWORDS
Line element, Upheaval buckling, Subsea pipelines, Numerical, Buckling
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