期刊文献+

深水管中管钢悬链线立管的非线性动力分析 被引量:5

Nonlinear Dynamic Analysis of Deepwater Pipe-in-Pipe Steel Catenary Risers
在线阅读 下载PDF
导出
摘要 立管技术是深水资源开发的关键技术之一。管中管钢悬链线立管具有同心的外管与内管,其外管提供机械保护,内管提供油气通道,内、外管之间按照一定的距离安装扶正器以保护绝热材料,在深水油气开发中具有较大的应用价值。充分考虑在位立管承受的复杂载荷条件泡括动边界、波浪与海流载荷、立管自重、海水浮力、管内外静压力),以及整体和局部非线性因素(包括摩擦、滑移、接触、间隙等),采用时域有限元软件ABAQUS实现管中管钢悬链线立管的建模与非线性动力分析。 Riser technology is one of the key technologies to exploit deepwater resources. The deepwater pipe-in-pipe steel catenary riser is comprised of concentric inner and outer pipe, the inner pipe carries the production fluids and is thermal insulated, whilst the outer pipe provides mechanical protection, and the centralizers are spaced at certain intervals over the full length of the riser to prevent the thermal insulation material in the annulus from being crushed. It plays an important role in oil and gas development in deepwater. In the present study, nonlinear dynamic analysis of deepwater pipe-in-pipe steel catenary risers with centralizers is performed using the time domain solver ABAQUS. Complex loads conditions applied to the in-situ risers including dynamic boundary conditions at the top end, wave and current loads, self-weight, buoyancy force, external hydrostatic pressure and internal pressure, as well as the global and the local nonlinear factors including friction, sliding contact and clearance are all accounted for. This paper presents reference for analysis and design of risers engineering in deepwater.
出处 《中国造船》 EI CSCD 北大核心 2007年第B11期467-474,共8页 Shipbuilding of China
基金 国家高技术研究发展(863)计划课题(2006AA09A106)
关键词 管中管 钢悬链线立管 扶正器 建模技术 非线性动力分析 pipe-in-pipe steel catenary riser centralizers modeling techniques nonlinear dynamic analysis
作者简介 畅元江 男,1974年生,博士研究生。主要从事深水钻井隔水管技术、计算机辅助工程与仿真技术等方面的研究工作。 陈国明 男,1962年生,教授,博士生导师。主要从事海洋石油装备工程、深水钻井技术与装备、计算机辅助机械工程等方面的教学与研究工作。
  • 相关文献

参考文献13

  • 1BAI y,BAI Q. Subsea Pipelines and Risers[M]. Elsevier Science Ltd, 2005.
  • 2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:61
  • 3宋儒鑫.深水开发中的海底管道和海洋立管[J].中国造船,2002,43(z1):238-251. 被引量:22
  • 4MASSON C., FANG J., JORDAN D., et al. Dynamic Analysis of Pipe-in-Pipe Steel Catenary Risers With Direct Modeling of Structure Interaction[A]. OTC18202[C]. 1-4 May 2006, Houston, Texas.
  • 5Serta O.B., Mourelle M.M., Grealish F.W., et al. Steel Catenary Riser for the Marlim Field FPS P-XVIII[A]. OTC 8069[C]. 6-9 May, 1996. Houston, Texas.
  • 6API RP 2RD. Design of Risers for Floating Production Systems(FPSs) and Tension-Leg Platform(TLPs)[S]. 1998, 6.
  • 7API RP 16Q. Recommended practice for design selection operation and maintenance of marine drilling riser system[S]. 2001.8.
  • 8Det Norske Veritas. Dynamic risers. Offshore Standard[S]. DNV-OS-F201. 2001.
  • 9Lambrakos K F., Ghosh R, Moros T. Verification of an Analysis Methodology for Riser Interference[A]. OTC 15386[C], Houston, Texas, U.S.A., 5-8 May 2003.
  • 10ABAQUS inc. ABAQUS Analysis User's Manual[S]. 2004.

二级参考文献55

  • 1[15]Song, R. and Clausen, T, "Reliability-based Limit State Design of Metallic Risers", Proceedings of the 4th International Conference of Advances in Riser Technologies, Aberdeen, UK, May 24th - 25th, 1999
  • 2[16]Song, R. and Bai, Y., "Burst Reliability of Damaged Offshore Pipelines", the Proceedings of the 8th International Offshore and Polar Engineering Conference (ISOPE'98), Montreal, Canada, May 1998
  • 3[17]Sotberg, T and Bruschi R., (1992): "Future Pipeline Design Philosophy - Framework", Proceedings of OMAE'92
  • 4[18]Sotberg, T and Leira, B (1994): "Reliability Based Pipeline Design and Code Calibration", Proceedings of OMAE'94
  • 5[19]Zimmerman, et al. (1992): "Development of Limit State Guideline for the Pipeline Industry". Proceedings of OMAE'92
  • 6[1]ABS (2001): "Guide for Building and Classing Undersea Pipelines and Risers"
  • 7[2]API RP 1111 (1998): "Design, Construction, Operation, and Maintenance of Offshore Hydrocarbon Pipelines - Limit State Design"
  • 8[3]API RP 2RD (1998): "Design of Risers for Floating production Systems and Tension Leg Platforms", First Edition,1998
  • 9[4]ASME B31.8 (1992): "Code for Gas Transmission and Distribution Piping Systems" (1994 Addendum)
  • 10[5]ASME B31.4 (1992): "Code for Liquid Trans Transportation System for Hydrocarbons, Liquid Petroleum Gas,Anhydrous Ammonia and Alcohol's"

共引文献89

同被引文献41

  • 1马良.海洋管道技术综述[J].油气储运,1989,8(5):7-13. 被引量:8
  • 2郭斌,唐文勇,张圣坤.Truss SPAR平台桁架的疲劳分析方法[J].中国海洋平台,2006,21(4):36-41. 被引量:2
  • 3帅健,吕英民,张进国.用动坐标迭代法分析海洋管道敷设时的应力[J].油气储运,1996,15(10):21-24. 被引量:9
  • 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:61
  • 5冯刚 李剑中 徐德会.样条函数法用于管道悬跨段的二维分析.机械设计,2001,:7-7.
  • 6Egil Giertsen,Richard Verley,Knut Schroder.Carisima a catenary riser/soil interaction model for global riser analysis[C]//Proceedings of the Interaction Conference on Offshore Mechanics and Arctic Engineering.Vancouver,Canada:American Society of Mechanical Engineers,2004:633-640.
  • 7Jun Hwah You.Numerical Model for Steel Catenary Riser on Seafloor Support[D].Texas:Texas A&M University,2005.
  • 8Charles P Aubeny,Giovanna Biscontin,Jun Zhang.Seafloor Interaction with Steel Catenary Risers[D].Texas:Texas A&M University,2006.
  • 9Garrett D L.Dynamic analysis of slender rods[J].Journal of Energy Resources Technology,1982,104:302-307.
  • 10XiaoHong Chen.Studies on Dynamic Interaction Between Deep-water Floating Structures and Their Mooring/Tendon System[D].Texas:Texas A&M University,2002.

引证文献5

二级引证文献23

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部