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author:

Xu, Pu (Xu, Pu.) [1] (Scholars:徐普) | Gong, Shunfeng (Gong, Shunfeng.) [2]

Indexed by:

SCIE

Abstract:

Freak wave is an extreme sea state with unexpected and huge wave height, which becomes a potential risk for lay barge and offshore pipeline during deepwater installation. In order to investigate the dynamic responses of deepwater S-lay pipeline induced by freak waves, this study developed a comprehensive numerical model with the particular consideration of the freak wave effect. An enhanced superposition method of combined transient wave trains and random wave trains was presented, and a series of freak wave trains were generated. The induced pipelay vessel motions were simulated by the use of displacement response amplitude operators (RAOs). The pipe-stinger roller interactions in the overbend and the cyclic contacts between the pipeline and seabed soil in the touchdown zone (TDZ) were fully taken into consideration. The developed S-lay model was subsequently utilized to calculate the dynamic responses of the pipelay vessel and offshore pipeline under random waves and freak waves for a comparison. The results illustrated the remarkable influence of freak waves on the systematic behaviors of deepwater S-laying pipeline, which offer a significant theoretical basis for the pipe structure design and pipelay operation safety.

Keyword:

dynamic response freak wave offshore pipeline offshore safety and reliability pipelay vessel pipeline technology S-lay system

Community:

  • [ 1 ] [Xu, Pu]Fuzhou Univ, Coll Civil Engn, 2 Xueyuan Rd, Fuzhou 350108, Peoples R China
  • [ 2 ] [Gong, Shunfeng]Zhejiang Univ, Inst Struct Engn, 866 Yuhangtang Rd, Hangzhou 310058, Peoples R China

Reprint 's Address:

  • 徐普

    [Xu, Pu]Fuzhou Univ, Coll Civil Engn, 2 Xueyuan Rd, Fuzhou 350108, Peoples R China

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Source :

JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME

ISSN: 0892-7219

Year: 2020

Issue: 4

Volume: 142

1 . 3 5 5

JCR@2020

1 . 3 0 0

JCR@2023

ESI Discipline: ENGINEERING;

ESI HC Threshold:132

JCR Journal Grade:3

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count: 5

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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