期刊文献+

基于API规范的Spar硬舱壳体结构优化设计 被引量:2

Optimization Design of Hard Tank Shell of Spar Based on API Rules
下载PDF
导出
摘要 根据API规范编写设计程序,提出Spar硬舱壳体结构的优化模型,采用第二代非支配排序遗传算法NSGA-Ⅱ对Spar硬舱壳体结构进行优化设计。通过设计实例证明,该优化设计方法的优化结果以及收敛性都比较理想,与原始方案相比,优化设计方案显著降低结构自重。文章最后提出的建议,可作为今后实际设计工作的参考。 The optimization method of hard tank shell of Spar is investigated in this paper.Based on API rules,the optimization formulation is proposed and design codes are written.Non-dominated Sorting Genetic Algorithm Ⅱ(NSGA-Ⅱ) is adopted in the optimization.The optimization technique converges well and the results are good.After the optimization,the structural weight is reduced remarkably.Helpful advice is also provided concerning practical design of similar structures.
作者 谢仲安 姜哲
机构地区 上海交通大学
出处 《中国海洋平台》 2010年第3期36-40,共5页 China offshore Platform
基金 上海市科学技术委员会重大基础课题资助项目(05DJ14001)
关键词 Spar硬舱壳体结构 API规范 NSGA-Ⅱ 优化设计 Spar hard tank shell API rules NSGA-Ⅱ optimization
  • 相关文献

参考文献4

  • 1张帆,杨建民,李润培.Spar平台的发展趋势及其关键技术[J].中国海洋平台,2005,20(2):6-11. 被引量:61
  • 2American Petroleum Institute.Bulletin on Stability Design of Cylindrical Shells[S] ,API BULLETIN 2U,Second Edition,2000.
  • 3Srinivas N,Deb K.Multiobjective optimization using nondominated sorting genetic algorithms[J].Evolutionary Computation,1995,2(3):221-248.
  • 4Deb K,Pratap A,Agarwal S,Meyarivan T.A fast elitist multi-objective genetic algorithm:NSGA-II(2000)[J].IEEE Transactions on Evolutionary Computation,2002,6(2):182-197.

二级参考文献14

  • 1Agarwal A K,Jain A K. Nonlinear Coupled Dynamic Response of Offshore Spar Platforms under Regular Sea Waves[J]. Ocean Engineering 2003,30: 517-551.
  • 2徐琦.Truss Spar平台简介[A]..2002年度海洋工程学术会议[C].,2002..
  • 3Wang J, Luo Y H, Lu R. Truss Spar Structural Design for West Africa Environment[A]. OMAE2002-28245, Proc of OMAE'02[C], Oslo, Norway.
  • 4Finn L D, Maher J V,Gupta H. The Cell Spar and Vortex Induced Vibrations[A]. Offshore Technology Conference, OTC 15244[C], Houston, Texas, 2003.
  • 5Tao Longbin, Kay Yeong Lim, Krish Thiagarajan. Heave motion characteristics of Spar platform with alternative hull shapes[A]. OMAE2001/OFT-1135, Proc. of OMAE'01[C], Rio de Janeiro, Brazil.
  • 6Jun B Rho, Hang S Choi, Woo C Lee, Hyun S Shin, In K Park. Heave and pitch motions of a Spar platform with damping plate[A]. Proc. of 12th International Offshore and Polar Engineering Conference[C], Kitakyushu, Japan, pp198-201.
  • 7Haslum H A,Faltinsen O M. Alternative shape of Spar platforms for use in hostile areas[A]. Offshore Technology Conference, OTC 10953[C], Houston, Texas, 1999.
  • 8Radboud van Dijk, Allan Magee, Steve Perryman, Joe Gebara. Model test experience on vortex induced vibrations of Truss Spars[A], Offshore Technology Conference, OTC 15242[C], Houston, Texas, 2003.
  • 9Thiagarajan K P, Datta I,Ran A Z, Tao L B, Halkyard J E. Influence of heave plate geometry on the heave response of Classic Spars[A], OMAE2002-28350, Proc of OMAE'02[C], Oslo, Norway.
  • 10Ro-Sik Park, Sang-Dong Kim. A study on kinematical stabilities of the cylinder type Spar buoy[A]. Proc. of 12th International Offshore and Polar Engineering Conference[C], Kitakyushu, Japan, 2002, pp202-208.

共引文献60

同被引文献19

  • 1张智,董艳秋,芮光六.一种新型的深海采油平台Spar[J].中国海洋平台,2004,19(6):29-35. 被引量:22
  • 2陈新权,谭家华.基于遗传算法的超深水半潜式平台优化[J].中国海洋平台,2006,21(6):24-27. 被引量:5
  • 3Yang H Z, Li H J,Park H. Optimization design for steel catenary riser with fatigue constraints[J]. International Jour- nal of Offshore and Polar Engineering, 2011,21(4): 302-307.
  • 4Ochoa O O,Salama M M. Offshore composites: Transition barriers to an enabling technology[J]. Composites Science and Technology, 2005,65 (15-16) : 2588-2596.
  • 5Beyle A, Gustafson C, Kulakov V. Composite risers for deep-water offshore technology: Problems and prospects. 1. Metal-composite riser[J]. Mechanics of composite materials, 1997,33(5) :403-414.
  • 6Salama M M. The first offshore field installation for a composite riser joint[C]. Proc. of the 2002 Offshore Technology Conference, Houston, Texas U. S. A 2002.
  • 7Botker S, J ohannessen T B, Oil K. Composite risers and tethers:The future for deep water TLPs[C]. Proc. of the 2002 Offshore Technology Conference, Houston,Texas U. S. A 2002.
  • 8Estefen S F, Moan T, Saevik S. Limit state formulations for TLP tendon and steel riser bodies[J]. Journal of Construc- tional Steel Research, 1995,32(1) : 107-121.
  • 9Det Norske Veritas. DNV Offshore standard DNV-RP-F202:composite risers[S]. 2003.
  • 10Yang H Z,Zheng W Q. Metamodel approach for reliability-based design optimization of a steel catenary riser[J]. Jour- nal of Marine Science and Technology, 2011,16 (2) : 202-213.

引证文献2

二级引证文献5

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