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Structural configurations and dynamic performances of flexible riser with distributed buoyancy modules based on FEM simulations

  • Chen, Weimin (State Key Laboratory of Marine Resource Utilization in South China Sea (Hainan University)) ;
  • Guo, Shuangxi (Institute of Mechanics, Chinese Academy of Sciences) ;
  • Li, Yilun (Universite Paris-Saclay, CentraleSupelec, CNRS, Laboratoire de Mecanique des Sols, Structures et Materiaux (MSSMat-UMR8579)) ;
  • Gai, Yuxin (School of Aeronautics Sciences and Engineering, Beihang University) ;
  • Shen, Yijun (State Key Laboratory of Marine Resource Utilization in South China Sea (Hainan University))
  • Received : 2021.01.25
  • Accepted : 2021.07.16
  • Published : 2021.11.30

Abstract

Flexible risers are usually used as conveying systems to bring ocean resources from sea bed up to onshore. Under ocean environments, risers need to bear complex loads and it is crucial to comprehensively examine riser's configurations and to analyze structural dynamic performances under excitation of bottom vehicle motions, to guarantee structural safe operation and required service lives. In this study, considering a saddle-shaped riser, the influences of some important design parameters, including installation position of buoyancy modules, buoyancy ratio and motion of mining vehicle, on riser's configuration and response are carefully examined. Through our FEM simulations, the spatial distributions of structural tensions and curvatures along of riser length, under different configurations, are compared. Then, the impacts of mining vehicle motion on riser dynamic response are discussed, and structural tolerance performance is assessed. The results show that modules installation position and buoyancy ratio have significant impacts on riser configurations. And, an appropriate riser configuration is obtained through comprehensive analysis on the modules positions and buoyancy ratios. Under this proposed configuration, the structural tension and curvature could moderately change with buoyancy modules and bottom-end conditions, in other words, the proposed saddle-shaped riser has a good tolerance performance to various load excitations.

Keywords

Acknowledgement

The authors of this paper would like to thank the financial supports provided by the research funding sponsored by The State Key Laboratory of Marine Resource Utilization in the South China Sea (Hainan University) (Grant No. MRUKF2021027) and the Strategic Priority Research Programme of the Chinese Academy of Sciences (Grant No. XDA22000000).

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