Journal of South China University of Technology (Natural Science Edition) ›› 2013, Vol. 41 ›› Issue (4): 127-131,141.doi: 10.3969/j.issn.1000-565X.2013.04.021

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Wave-Induced Fatigue Analysis of Deepwater Risers Based on Time-Domain Scaling

Dong Lei-lei Zhang Qi Huang Yi   

  1. School of Naval Architecture,Dalian University of Technology,Dalian 116023,Liaoning,China
  • Received:2011-12-19 Revised:2012-12-11 Online:2013-04-25 Published:2013-03-01
  • Contact: 董磊磊(1985-),男,博士生,主要从事立管动力分析和疲劳分析研究. E-mail:andydong1027@mail.dlut.edu.cn
  • About author:董磊磊(1985-),男,博士生,主要从事立管动力分析和疲劳分析研究.
  • Supported by:

    国家“863”计划项目( 2008AA09A105-04)

Abstract:

In this paper,first,the relationship between the dynamic response of the deepwater riser and the significantwave height is deduced under a linear assumption,and a correction is further made to allow for nonlinearity.Then,the dynamic response of the riser is obtained by employing the time-domain scaling method,based on whicha global fatigue analysis is performed. Finally,the results are compared with those obtained by the accurate calculationmethod. It is shown that ( 1) the power-law scaling approach achieves a fatigue life more acceptable in industrywhile the linear scaling approach is more conservative; ( 2) the proposed method takes into consideration thesystem nonlinearity implicitly and helps to obtain accurate results with less computational effort,so that it is suitablefor the initial assessment of riser fatigue and the sensitivity analysis of predicted fatigue life to key input parameters;and ( 3) the proposed method is also suitable for the fatigue evaluation due to its conservatism guaranteed by thescaling from large to small significant wave heights.

Key words: deepwater riser, fatigue analysis, dynamic response, time-domain scaling

CLC Number: