Write your message
Volume 19, Issue 41 (12-2023)                   Marine Engineering 2023, 19(41): 74-84 | Back to browse issues page

XML Persian Abstract Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Balouei A, Ghanbari J. A novel bio-inspired design for flexible risers to increase its nonlinear buckling capacity under external pressure. Marine Engineering 2023; 19 (41) :74-84
URL: http://marine-eng.ir/article-1-1054-en.html
1- Qom University of Technology
Abstract:   (666 Views)
Flexible risers are one of the crucial pieces of equipment for moving the output fluid from the well to the platform during the extraction of oil and gas from deep sea resources. One of the causes of collapse in these pipes is the high hydrostatic pressure that is applied to the riser in deep water. Its innermost layer, known as the carcass, is the layer that plays the most significant role in the resistance to external pressure. This article uses the finite element method to investigate the collapse (non-linear buckling) of the riser under pressure from the outside. A new design that draws inspiration from the structure of a beetle's exoskeleton has been presented to increase the load capacity of the carcass layer. This type of beetle's skeleton is constructed in such a way that it creates a strong connection between various parts of the external skeleton to produce high strength against external pressures while still allowing for the necessary movement flexibility. To assess how well the new design performs in comparison to the original, nonlinear buckling of the new structure under external pressure has been examined. The critical pressure in the new design is increased compared to the old design.
 
Full-Text [PDF 1742 kb]   (133 Downloads)    
Type of Study: Research Paper | Subject: Offshore Structure
Received: 2023/08/13 | Accepted: 2024/01/23

References
1. Lee J. Introduction to Offshore Pipelines and Risers. 2009.
2. Bai Y, Bai Q. Subsea engineering handbook. 2nd ed. Brian Romer; 2018. https://doi.org/10.1016/C2016-0-03767-1 [DOI:10.1016/C2016-0-03767-1.]
3. Pinto CA, Gomes M. Finite Element Analysis of Flexible Pipes: Bending Combined With Tensile Load. COPPE/UFRJ, 2017.
4. API RP 17B Recommended practice for flexible pipe. API Recommended Practice 1998:141.
5. Anders Simonsen. Inspection and monitoring techniques for un-bonded flexible risers and pipelines. university of stavanger, 2014.
6. Drumond GP, Pasqualino IP, Pinheiro BC, Estefen SF. Pipelines, risers and umbilicals failures: A literature review. Ocean Engineering 2018;148:412-25. https://doi.org/10.1016/j.oceaneng.2017.11.035 [DOI:10.1016/j.oceaneng.2017.11.035.]
7. Clevelario JA, Pires F, Falcao G, Tan Z, Lu J, Sheldrake TH. Special Session: Advances in Flexible Riser Technology: Flexible Pipe Curved Collapse Behavior Assessment for Ultra Deep Water Developments for the Brazilian Pre-salt Area. All Days, vol. 20636, OTC; 2010, p. 1401-11. https://doi.org/10.4043/20636-MS [DOI:10.4043/20636-MS.] [PMID] []
8. Hanh.Ha. An Overview of Advances in Flexible Riser and Flowline Technology. 2H Offshore (Technical Paper) 2016;4.
9. Shen Y, Jukes P. Technical Challenges of Unbonded Flexible Risers in HPHT and Deepwater Operations. The Twenty-Fifth International Ocean and Polar Engineering Conference 2015:ISOPE-I-15-554.
10. Rosas MAP, Souza APF, Rodrigues M V, da Silva DML. Hydrostatic Collapse Pressure and Radial Collapse Force Comparisons for Ultra-Deepwater Pipelines. Volume 6B: Pipeline and Riser Technology, vol. 45479, American Society of Mechanical Engineers; 2014, p. V06BT04A008. https://doi.org/10.1115/OMAE2014-24081 [DOI:10.1115/OMAE2014-24081.]
11. Li X, Jiang X, Hopman H. Curvature effect on wet collapse behaviours of flexible risers subjected to hydro-static pressure. Ships and Offshore Structures 2022;17:619-31. https://doi.org/10.1080/17445302.2020.1861705 [DOI:10.1080/17445302.2020.1861705.]
12. Li X, Jiang X, Hopman H. Predicting the wet collapse pressure for flexible risers with initial ovalization and gap: An analytical solution. Marine Structures 2020;71:102732. https://doi.org/10.1016/j.marstruc.2020.102732 [DOI:10.1016/j.marstruc.2020.102732.]
13. Cuamatzi Meléndez R, Dionicio-Bravo S, Ruiz-Mendoza A, Juárez-López F. Finite Element Modelling and Theoretical Analysis of Flexible Risers Subjected to Installation/Crushing Loads. Crushing Loads 2022. [DOI:10.2139/ssrn.4296796]
14. Souza APF de, Segen Farid Estefen. Colapso de dutos flexíveis sob pressão externa. COPPE-UFRJ, 2002.
15. Rivera J, Hosseini MS, Restrepo D, Murata S, Vasile D, Parkinson DY, et al. Toughening mechanisms of the elytra of the diabolical ironclad beetle. Nature 2020;586:543-8. https://doi.org/10.1038/s41586-020-2813-8 [DOI:10.1038/s41586-020-2813-8.] [PMID]

Send email to the article author


Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

Creative Commons License
International Journal of Maritime Technology is licensed under a

Creative Commons Attribution-NonCommercial 4.0 International License.