Abstract
A flexible riser is a flexible pipe that transports materials between seafloor and topside structures. As oil and gas production heads to water depths greater than 3000 meters, huge hydrostatic pressure may cause the collapse failure of flexible risers. Generally, the collapse strength of a flexible riser is designed by considering the effects of initial imperfections, e.g., ovality of the carcass, and radial gap between the carcass/liner and pressure armor. These two imperfections may cause a significant reduction in the collapse strength of flexible risers under the flooded annulus condition. However, there are few analytical models available in the public literature that could take those factors into account. In this paper, an analytical approach is presented to predict the critical collapse pressure of the flexible risers with initial imperfections. The analytical results were compared with the numerical simulation, which showed reasonably good agreement.
Original language | English |
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Title of host publication | Proceedings of the ASME 38th International Conference on Ocean, Offshore and Arctic Engineering (OMAE 2019) |
Subtitle of host publication | Volume 5A: Pipelines, Risers, and Subsea Systems |
Place of Publication | New York, NY, USA |
Publisher | ASME |
Number of pages | 8 |
ISBN (Print) | 978-0-7918-5880-6 |
DOIs | |
Publication status | Published - 2019 |
Event | ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2019 - Glasgow, United Kingdom Duration: 9 Jun 2019 → 14 Jun 2019 |
Conference
Conference | ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2019 |
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Country/Territory | United Kingdom |
City | Glasgow |
Period | 9/06/19 → 14/06/19 |
Bibliographical note
Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-careOtherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.
Keywords
- collapse strength
- flexible risers
- initial ovality
- radial gap