期刊文献+

钢筋混凝土浮式风机平台概念设计与性能研究 被引量:9

Conceptual design and performance analysis of a reinforced concrete platform for floating wind turbines
原文传递
导出
摘要 鉴于钢筋混凝土结构具有成本低、耐腐蚀和施工简便等优点,根据假设的海况条件和5 MW风机的属性,提出了钢筋混凝土半潜型浮式风机平台的概念设计方案.采用SESAM软件建立水动力模型进行数值模拟,研究了浮式平台的整体性能,包括稳定性、水动力性能和整体强度.结果表明:半潜型浮式平台的稳定性、水动力特性和整体强度良好,能够满足风机正常作业的相关规范要求,验证了钢筋混凝土浮式风机平台的可行性. Reinforced concrete structures have the advantages of low cost,high corrosion resistance and simple construction.A conceptual design of a reinforced concrete semi-submersible floating platform for a 5 MW wind turbine according to specified sea state was proposed.The performance of the floating platform including stability,hydrodynamic responses and strength was analyzed by numerical simulation using the SESAM software.The results show that the performance of the floating platform meets the requirements for the wind turbine to function well in different conditions,illustrating the feasibility of a reinforced concrete floating platform for offshore wind turbines.
出处 《华中科技大学学报(自然科学版)》 EI CAS CSCD 北大核心 2016年第1期11-15,21,共6页 Journal of Huazhong University of Science and Technology(Natural Science Edition)
基金 国家高技术研究发展计划资助项目(2013AA050603) 湖湘青年科技创新创业平台资助项目
关键词 浮式风机 平台 钢筋混凝土 概念设计 水动力 强度 floating wind turbine platform reinforced concrete conceptual design hydrodynamics strength
  • 相关文献

参考文献13

  • 1Arapogianni A, Genachte A, Ochagavia R M, et al. Deep water-the next step for offshore wind energy [R]. Brussels: European Wind Energy Association, 2013.
  • 2Bulder B H, van Hees M T, Henderson A, et al. Study to feasibility of and boundary conditions for floating offshore wind turbines [R]. Delft: ECN, MARIN, TNO, TUD, MSC, Lagerway the Wind- master, 2002.
  • 3Lefebvre S, Collu M. Preliminary design of a floating support structure for 5 MW offshore wind turbine [J]. Ocean Engineering, 2012, 40.. 15-26.
  • 4Ishihara T, Phuc P V. A study on the dynamic re- sponse of a semi-submerSible floating offshore wind turbine system, part 1: a water tank test[C] // ICWE12. Cairns: 2007: 2511-2518.
  • 5Roddier D, Cermelli C, Aubault A, et al. Windfloat: a floating foundation for offshore wind turbines[J]. Journal of Renewable and Sustainable Energy, 2010, 2(3) : 1-34.
  • 6张亮,邓慧静.浮式风机半潜平台稳性数值分析[J].应用科技,2011,38(10):13-17. 被引量:27
  • 7唐友刚,桂龙,曹菡,秦尧.海上风机半潜式基础概念设计与水动力性能分析[J].哈尔滨工程大学学报,2014,35(11):1314-1319. 被引量:28
  • 8邢至庄,王惟诚,钱令希.海上混凝土平台的现状与发展[J].中国海上油气(工程),1998,10(1):9-12. 被引量:4
  • 9Jonkman J, Butterfield S, Musial W, et al. Definition of a 5 MW reference wind turbine for offshore system development[R]. Golden.. NREL, 2009.
  • 10DET NDRSKE VERITAS AS. DNV-OS-J103 Design of floating wind turbine structures[S]. Os- lo: Det Norske Verias, 2013.

二级参考文献46

  • 1赵建亭.深海半潜式钻井平台钻机配置浅析[J].船舶,2006,17(4):37-45. 被引量:11
  • 2中国船级社.海上移动平台入级与建造规范[M].北京:人民交通出版社,2005.
  • 3SUBRATA K, CLIAKRABARTI S K. HANDBOOK OF OFFSHORE ENGINEERING [M]. 2005.
  • 4BECK R F, REED. A Modem seakeeping calculations for ships [A]. Porc. 23^rd symposium on naval hydrodynamics [C]. Val de Reuil, France: 2004, 1-41.
  • 5HOOFT J P. A Mathematical Method of Determining Hydrodynamic Induced Forces on a Semisubmersible [J]. Transactions-Society of Naval Architects and Marine Engineers, 1971, 79:28-70.
  • 6NEWMANNJN,著,周树国,译,王献孚,钱晓南,校.船舶流体动力学[M].北京:人民交通出版社,1986.
  • 7FALTINSEN O M. Sea loads on ships and offshore structures [M]. New York: Cambridge University Press, 1990.
  • 8HASLUM K. Design the Trosvik Bingo 3000 [J]. The Naval Architect, March 1981.
  • 9PENNEY P W, RIlSER R M. Preliminary Design of Semi-Submersibles [J]. North East Coast Institute of Engineers&Shipbuilders, 1984: 49-69.
  • 10HORTON E E, MCCAMMON L B, MURTHA, PAULLING J R, Optimization of Stable Platform Characteristics[A]. Offshore Technology Conference, Dallas, Texas, 1972.

共引文献67

同被引文献102

引证文献9

二级引证文献27

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