Deformation and mechanical behavior of the drill pipe during subsea production tree installation
Joint Authors
Source
Journal of Engineering Research
Issue
Vol. 10, Issue 3 B (30 Sep. 2022), pp.269-280, 12 p.
Publisher
Kuwait University Academic Publication Council
Publication Date
2022-09-30
Country of Publication
Kuwait
No. of Pages
12
Main Subjects
Engineering & Technology Sciences (Multidisciplinary)
Abstract EN
The article presents an analytical model to study the deformation and mechanical behavior of the drill pipe during subsea production tree (SPT) installation.
Lateral and axial loads were considered, including the ocean wave, ocean current, drill pipe size, and SPT weight that might dominate the deformation and mechanical behavior of the pipe.
And the finite difference method and Gauss-Jordan elimination method were used to solve the established nonlinear analysis model.
The results indicate that the ocean current, water depth, and drill pipe size are the main factors affecting the lateral displacement of the last node of drill pipe and mechanical behavior of the pipe at lift-off point and thus need to be considered when designing such installation process.
American Psychological Association (APA)
Wang, Fei& Deng, Xiong. 2022. Deformation and mechanical behavior of the drill pipe during subsea production tree installation. Journal of Engineering Research،Vol. 10, no. 3 B, pp.269-280.
https://search.emarefa.net/detail/BIM-1495303
Modern Language Association (MLA)
Wang, Fei& Deng, Xiong. Deformation and mechanical behavior of the drill pipe during subsea production tree installation. Journal of Engineering Research Vol. 10, no. 3 B (Sep. 2022), pp.269-280.
https://search.emarefa.net/detail/BIM-1495303
American Medical Association (AMA)
Wang, Fei& Deng, Xiong. Deformation and mechanical behavior of the drill pipe during subsea production tree installation. Journal of Engineering Research. 2022. Vol. 10, no. 3 B, pp.269-280.
https://search.emarefa.net/detail/BIM-1495303
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 248-249
Record ID
BIM-1495303