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VIV analysis of pipelines under complex span conditions 被引量:1

复杂悬跨条件下的管线涡激振动分析(英文)
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摘要 Spans occur when a pipeline is laid on a rough undulating seabed or when upheaval buckling occurs due to constrained thermal expansion. This not only results in static and dynamic loads on the flowline at span sections,but also generates vortex induced vibration (VIV),which can lead to fatigue issues. The phenomenon,if not predicted and controlled properly,will negatively affect pipeline integrity,leading to expensive remediation and intervention work. Span analysis can be complicated by:long span lengths,a large number of spans caused by a rough seabed,and multi-span interactions. In addition,the complexity can be more onerous and challenging when soil uncertainty,concrete degradation and unknown residual lay tension are considered in the analysis. This paper describes the latest developments and a'state-of-the-art' finite element analysis program that has been developed to simulate the span response of a flowline under complex boundary and loading conditions. Both VIV and direct wave loading are captured in the analysis and the results are sequentially used for the ultimate limit state (ULS) check and fatigue life calculation.
机构地区 J P Kenny
出处 《Journal of Marine Science and Application》 2009年第2期105-109,共5页 船舶与海洋工程学报(英文版)
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参考文献8

  • 1FYRILEIV O, MORK K, CHEZHIAN M. Ormen lange pipeline project - free span design in deep waters[C]// 1st International Offshore Pipeline Forum (IOPF). Houston, 2006.
  • 2FYRILEIV O, MORK K, CHEZHIAN M. Structural response of pipeline free spans based on beam theory[C]// Proceedings of OMAE 2002, Oslo, Norway, 2002.
  • 3NIELSEN F G. A suggested procedure for estimating vortex induced vibrations for long free spanning pipelines[R]. Norsk Hydro Report 2002a.
  • 4NIELSEN F G, KVARME S O, SOREIDE T. VIV response of long free spanning pipelines[C]// 21st International Conference on Offshore Mechanics and Arctic Engineering, (OMAE). Oslo, Norway, 2000.
  • 5DNV (2006), Free spanning pipeline, DNV-RP-F105[S].
  • 6DNV (2003), FATFree user manual, 2003-0511 [S].
  • 7DNV (2000), Submarine pipeline system, DNV OS-F101[S].
  • 8DNV (2000), Environmental conditions and environmental loads, No. 30.5[S].

同被引文献9

  • 1C Dieumegard, P Fellows. Installation of metallic tube umbilicals in 3000 meters water[C ] //Proc. of the 2003 Offshore Technology Conference. Houston: 2003: OTC 15368.
  • 2K M Clausing, V T Williams. Na Kika Umbilical Transport & Installation Challenges [C] //Proc. of the 2004 Offshore Technology Conference. Houston: 2004: OTC 16704.
  • 3Jose Renato M de Sousa, Gilberto B Ellwanger, et al. Local mechanical behavior of flexible pipes subjected to installation loads [C ] //Proc. of the 20th International Conference on Offshore Mechanics and Artic Engineering. Rio de Janeiro: OMAE2001/PIPE-4102.
  • 4CP Aubeny, G Biscontin. Seafloor-Riser Interaction Model[J]. International Journal of Geomechanics, 2009, 9(3):133-141.
  • 5Martinsen. A Finite Element Model for Pipeline Installation Analysis [ D ]. Oslo: Stavanger University College, 1998.
  • 6Bai Y, Bai Q. Subsea Pipelines and Risers [ M ]. Amsterdam: Elsevier Ltd, 2005:11-13.
  • 7API. API RP 1111. Design, Construction, Operation, and Maintenance of Offshore Hydrocarbon Pipelines[ S ]. USA.: API, 1999.
  • 8赵冬岩,余建星,李秀锋.海底管道拖管法分析和研究[J].海洋技术,2008,27(3):84-89. 被引量:16
  • 9赵冬岩,余建星,王琮,李秀锋.基于风险的海底管道安全评估方法研究[J].海洋技术,2010,29(1):56-59. 被引量:27

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