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Experimental study of freak wave impacts on a tension-leg platform
Marine Structures, Volume: 74, Start page: 102821
Swansea University Authors: Min Luo , Dominic Reeve
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DOI (Published version): 10.1016/j.marstruc.2020.102821
Abstract
This study investigates the freak wave impinging on a tension-leg platform through wave flume experiments. The freak waves are generated using the focused wave theory. By adjusting the wave focusing location, different incident wave scenarios at the structure location are produced. Simultaneous meas...
Published in: | Marine Structures |
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ISSN: | 0951-8339 |
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Elsevier BV
2020
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URI: | https://cronfa.swan.ac.uk/Record/cronfa55114 |
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2020-11-03T13:09:33.5024513 v2 55114 2020-09-03 Experimental study of freak wave impacts on a tension-leg platform 91e3463c73c6a9d1f5c025feebe4ad0f 0000-0002-6688-9127 Min Luo Min Luo true false 3e76fcc2bb3cde4ddee2c8edfd2f0082 0000-0003-1293-4743 Dominic Reeve Dominic Reeve true false 2020-09-03 GENG This study investigates the freak wave impinging on a tension-leg platform through wave flume experiments. The freak waves are generated using the focused wave theory. By adjusting the wave focusing location, different incident wave scenarios at the structure location are produced. Simultaneous measurements of wave shape evolutions upon impingement, wave impact pressures on the platform deck, platform motions and tether forces are carried out for synchronized analyses of the wave kinematics/dynamics and structural responses. The variation of these parameters with the incident wave profile is studied. It is found that although applying less intensive local impact pressures as compared to the highly-breaking freak wave, the slightly-breaking or non-breaking freak wave imposes the same level of adverse effect on the platform's global stability in terms of motions and tether forces. In addition, the high-crest freak wave causes violent motions of the floating platform, which are likely to induce snap loads of large amplitude and high occurrence frequency in tethers. The published results would provide useful benchmarks for validating numerical and analytical models. Journal Article Marine Structures 74 102821 Elsevier BV 0951-8339 Freak wave, Tension-leg platform, Wave impact, Platform motion, Tether force 1 11 2020 2020-11-01 10.1016/j.marstruc.2020.102821 COLLEGE NANME General Engineering COLLEGE CODE GENG Swansea University 2020-11-03T13:09:33.5024513 2020-09-03T10:55:06.5845091 Faculty of Science and Engineering School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering Min Luo 0000-0002-6688-9127 1 Chan Ghee Koh 2 Wei Xian Lee 3 Pengzhi Lin 4 Dominic Reeve 0000-0003-1293-4743 5 55114__18111__b08d4b75ff154b08a2047ca0113fa9a0.pdf 55114.pdf 2020-09-03T16:08:50.9592599 Output 1618299 application/pdf Accepted Manuscript true 2021-08-28T00:00:00.0000000 ©2020 All rights reserved. All article content, except where otherwise noted, is licensed under a Creative Commons Attribution Non-Commercial No Derivatives License (CC-BY-NC-ND) true eng https://creativecommons.org/licenses/by-nc-nd/4.0/ |
title |
Experimental study of freak wave impacts on a tension-leg platform |
spellingShingle |
Experimental study of freak wave impacts on a tension-leg platform Min Luo Dominic Reeve |
title_short |
Experimental study of freak wave impacts on a tension-leg platform |
title_full |
Experimental study of freak wave impacts on a tension-leg platform |
title_fullStr |
Experimental study of freak wave impacts on a tension-leg platform |
title_full_unstemmed |
Experimental study of freak wave impacts on a tension-leg platform |
title_sort |
Experimental study of freak wave impacts on a tension-leg platform |
author_id_str_mv |
91e3463c73c6a9d1f5c025feebe4ad0f 3e76fcc2bb3cde4ddee2c8edfd2f0082 |
author_id_fullname_str_mv |
91e3463c73c6a9d1f5c025feebe4ad0f_***_Min Luo 3e76fcc2bb3cde4ddee2c8edfd2f0082_***_Dominic Reeve |
author |
Min Luo Dominic Reeve |
author2 |
Min Luo Chan Ghee Koh Wei Xian Lee Pengzhi Lin Dominic Reeve |
format |
Journal article |
container_title |
Marine Structures |
container_volume |
74 |
container_start_page |
102821 |
publishDate |
2020 |
institution |
Swansea University |
issn |
0951-8339 |
doi_str_mv |
10.1016/j.marstruc.2020.102821 |
publisher |
Elsevier BV |
college_str |
Faculty of Science and Engineering |
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Faculty of Science and Engineering |
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Faculty of Science and Engineering |
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School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering{{{_:::_}}}Faculty of Science and Engineering{{{_:::_}}}School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering |
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description |
This study investigates the freak wave impinging on a tension-leg platform through wave flume experiments. The freak waves are generated using the focused wave theory. By adjusting the wave focusing location, different incident wave scenarios at the structure location are produced. Simultaneous measurements of wave shape evolutions upon impingement, wave impact pressures on the platform deck, platform motions and tether forces are carried out for synchronized analyses of the wave kinematics/dynamics and structural responses. The variation of these parameters with the incident wave profile is studied. It is found that although applying less intensive local impact pressures as compared to the highly-breaking freak wave, the slightly-breaking or non-breaking freak wave imposes the same level of adverse effect on the platform's global stability in terms of motions and tether forces. In addition, the high-crest freak wave causes violent motions of the floating platform, which are likely to induce snap loads of large amplitude and high occurrence frequency in tethers. The published results would provide useful benchmarks for validating numerical and analytical models. |
published_date |
2020-11-01T04:09:06Z |
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1763753639780810752 |
score |
11.037275 |