A new method for strake configuration design of Steel Catenary Risers

A number of studies of vortex-induced vibration (VIV) having important effect on the fatigue performance of riser have performed analytically as well as experimentally in the last decade. However, there are few research results on the configuration design of VIV suppression devices such as fairings,...

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Main Authors: Park, K.S., Kim, Y.T., Kim, D.K., Yu, S.Y., Choi, H.S.
Format: Article
Published: Taylor and Francis Ltd. 2016
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84922371085&doi=10.1080%2f17445302.2014.999479&partnerID=40&md5=4f96ffe853b9d8d6c6fc1f7a539109b6
http://eprints.utp.edu.my/25817/
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spelling my.utp.eprints.258172021-08-27T13:06:29Z A new method for strake configuration design of Steel Catenary Risers Park, K.S. Kim, Y.T. Kim, D.K. Yu, S.Y. Choi, H.S. A number of studies of vortex-induced vibration (VIV) having important effect on the fatigue performance of riser have performed analytically as well as experimentally in the last decade. However, there are few research results on the configuration design of VIV suppression devices such as fairings, strakes, and etc. Therefore, a systematic design procedure of strake configuration (i.e., location and length) using the modal approach for steel catenary riser (SCR) is proposed in this study. The proposed method considers the dominant mode for VIV suppression through modal analysis of bare riser to find appropriate location and various design parameters are introduced to calculate appropriate length of VIV suppression devices. From the numerical example of SCR, it is shown that the required strake length from the optimal location for VIV suppression of SCR is much shorter than that of the conventional method. This is achieved by staggered strake installation at the effective location. Furthermore, no additional calculations or engineering cost are required for the proposed method, because the proposed method follows exact same analysis procedure of the conventional one except using the modal information of bare SCR obtained from initial analysis of bare SCR. © 2015 Taylor & Francis. Taylor and Francis Ltd. 2016 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84922371085&doi=10.1080%2f17445302.2014.999479&partnerID=40&md5=4f96ffe853b9d8d6c6fc1f7a539109b6 Park, K.S. and Kim, Y.T. and Kim, D.K. and Yu, S.Y. and Choi, H.S. (2016) A new method for strake configuration design of Steel Catenary Risers. Ships and Offshore Structures, 11 (4). pp. 385-404. http://eprints.utp.edu.my/25817/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description A number of studies of vortex-induced vibration (VIV) having important effect on the fatigue performance of riser have performed analytically as well as experimentally in the last decade. However, there are few research results on the configuration design of VIV suppression devices such as fairings, strakes, and etc. Therefore, a systematic design procedure of strake configuration (i.e., location and length) using the modal approach for steel catenary riser (SCR) is proposed in this study. The proposed method considers the dominant mode for VIV suppression through modal analysis of bare riser to find appropriate location and various design parameters are introduced to calculate appropriate length of VIV suppression devices. From the numerical example of SCR, it is shown that the required strake length from the optimal location for VIV suppression of SCR is much shorter than that of the conventional method. This is achieved by staggered strake installation at the effective location. Furthermore, no additional calculations or engineering cost are required for the proposed method, because the proposed method follows exact same analysis procedure of the conventional one except using the modal information of bare SCR obtained from initial analysis of bare SCR. © 2015 Taylor & Francis.
format Article
author Park, K.S.
Kim, Y.T.
Kim, D.K.
Yu, S.Y.
Choi, H.S.
spellingShingle Park, K.S.
Kim, Y.T.
Kim, D.K.
Yu, S.Y.
Choi, H.S.
A new method for strake configuration design of Steel Catenary Risers
author_facet Park, K.S.
Kim, Y.T.
Kim, D.K.
Yu, S.Y.
Choi, H.S.
author_sort Park, K.S.
title A new method for strake configuration design of Steel Catenary Risers
title_short A new method for strake configuration design of Steel Catenary Risers
title_full A new method for strake configuration design of Steel Catenary Risers
title_fullStr A new method for strake configuration design of Steel Catenary Risers
title_full_unstemmed A new method for strake configuration design of Steel Catenary Risers
title_sort new method for strake configuration design of steel catenary risers
publisher Taylor and Francis Ltd.
publishDate 2016
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84922371085&doi=10.1080%2f17445302.2014.999479&partnerID=40&md5=4f96ffe853b9d8d6c6fc1f7a539109b6
http://eprints.utp.edu.my/25817/
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score 13.159267