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Multiaxial Fatigue Analyses of Stress Joints for Deepwater Steel Catenary Risers 被引量:4

Multiaxial Fatigue Analyses of Stress Joints for Deepwater Steel Catenary Risers
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摘要 In the present study, the dynamic and fatigue characteristics of two types of stress joints are investigated under ocean environmental condition. Connected with the riser and the platform, stress joint at the vessel hang-off position should be one of the main critical design challenges for a steel catenary riser (SCR) in deepwater. When the riser is under a high pressure and deepwater working condition, the stress state for the joint is more complex, and the fatigue damage is easy to occur at this position. Stress joint discussed in this paper includes two types: Tapered Stress Joint (TSJ) and Sleeved Stress Joint (SSJ), and multiaxial fatigue analysis results are given for comparison. Global dynamic analysis for an SCR is performed first, and then the local boundary conditions obtained from the previous analysis are applied to the stress joint FE model for the later dynamic and multiaxial fatigue analysis. Results indicate that the stress level is far lower than the yield limit of material and the damage induced by fatigue needs more attention. Besides, the damage character of the two types of stress joints differs: for TSJ, the place where the stress joint connects with the riser is easy to occur fatigue damage; for SSJ, the most probable position is at the place where the end of the inner sleeve pipe contacts with the riser body. Compared with SSJ, TSJ shows a higher stress level but better fatigue performance, and it will have a higher material cost. In consideration of various factors, designers should choose the most suitable type and also geometric parameters. In the present study, the dynamic and fatigue characteristics of two types of stress joints are investigated under ocean environmental condition. Connected with the riser and the platform, stress joint at the vessel hang-off position should be one of the main critical design challenges for a steel catenary riser (SCR) in deepwater. When the riser is under a high pressure and deepwater working condition, the stress state for the joint is more complex, and the fatigue damage is easy to occur at this position. Stress joint discussed in this paper includes two types: Tapered Stress Joint (TSJ) and Sleeved Stress Joint (SSJ), and multiaxial fatigue analysis results are given for comparison. Global dynamic analysis for an SCR is performed first, and then the local boundary conditions obtained from the previous analysis are applied to the stress joint FE model for the later dynamic and multiaxial fatigue analysis. Results indicate that the stress level is far lower than the yield limit of material and the damage induced by fatigue needs more attention. Besides, the damage character of the two types of stress joints differs: for TSJ, the place where the stress joint connects with the riser is easy to occur fatigue damage; for SSJ, the most probable position is at the place where the end of the inner sleeve pipe contacts with the riser body. Compared with SSJ, TSJ shows a higher stress level but better fatigue performance, and it will have a higher material cost. In consideration of various factors, designers should choose the most suitable type and also geometric parameters.
出处 《China Ocean Engineering》 SCIE EI 2012年第4期713-722,共10页 中国海洋工程(英文版)
基金 supported by the National Natural Science Foundation of China(Grant No.51009093)
关键词 steel catenary riser stress joint dynamic analysis fatigue analysis DEEPWATER steel catenary riser stress joint dynamic analysis fatigue analysis deepwater
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  • 1Chen Jiajing and Wang Dongjiao Professor, South China University of Technology, Guangzhou PhD Student, Hong Kong Polytechnic,Formerly, South China University of Technology, Guangzhou.Nonlinear Dynamic Analysis of Flexible Marine-Risers[J].China Ocean Engineering,1991,6(4):373-384. 被引量:2
  • 2杨和振,李华军,黄维平.海洋平台结构环境激励的实验模态分析[J].振动与冲击,2005,24(2):129-133. 被引量:28
  • 3郭海燕,傅强,娄敏.海洋输液立管涡激振动响应及其疲劳寿命研究[J].工程力学,2005,22(4):220-224. 被引量:55
  • 4黄维平,李华军.深水开发的新型立管系统——钢悬链线立管(SCR)[J].中国海洋大学学报(自然科学版),2006,36(5):775-780. 被引量:58
  • 5Bai Y, Tang A. Steel catenary riser fatigue due to vortex induced spar motions[ R]. Houston, Texas U. S. A, 2004,3 --6.
  • 6Martins C A, Higashi E, Silva R M C. A parametric analysis of steel catenary risers:fatigue behavior near the top [ R ]. Proc. of the 10th International Offshore and Polar Engineering Conference,2000, II:54 - 59.
  • 7Teigen P , Karunakaran D. A consistent approach to riser fatigue analysis including diffraction [ R]. 17th International Conference on Offshore Mechanics and Arctic Engineering, 1998.
  • 8Pesce C P,Aranha J A P. Steel catenary risers for deep water applications[ R]. 5^th International Offshore and Polar Engineering Conference, 1995, 11 : 190 - 202.
  • 9Moan T. Dynamic loading and design of structures, wave loading[ M]. Taylor & Francis,2001, 175 - 230.
  • 10DNV (2001) Offshore standard DNV-OS-F201: dynamic risers. Det Norske Veritas.

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