期刊文献+

海上风机单桩基础设计要点及有限元分析实例 被引量:9

Design Points and Finite Element Analysis of Monopile Foundation for Offshore Wind Turbines:Case Study
下载PDF
导出
摘要 统计数据表明,单桩基础在海上风机基础形式中所占比例为65%以上,开展单桩基础设计与分析方法的研究具有重要的工程应用意义。根据海上风电机组基础所处的环境特点和结构特性,介绍了海上风机单桩基础的设计要点。结合某海上风电场风电机组单桩基础设计实例,建立了单桩基础有限元模型,进行了基础承载力与变形计算、模态分析和疲劳分析等工作,给出了相关设计成果,可供相关设计人员参照使用。 Statistical data show that monopile foundation accounts for over 65% of all foundations for offshore wind turbines, so it is of great engineering value to perform the research on the design and analysis of monopile foundation. The design points of monopile foundation for offshore wind turbines are introduced in the light of specific environmental and structural features. Based on an example of designing the monopile foundation for an offshore wind farm, the finite element model for monopile foundation is established in this paper. The calculation of foundation bearing capacity and deformation, as well as modal analysis and fatigue analysis are also conducted, achieving relevant design results, which functions as a reference for designers.
作者 梅毕祥 杨敏
出处 《海洋技术学报》 北大核心 2014年第1期89-94,共6页 Journal of Ocean Technology
关键词 海上风机 基础设计 单桩 有限元 offshore wind turbines foundation design monopole finite element
  • 相关文献

参考文献1

二级参考文献7

  • 1DEWAIKAR D M,PADMAVATHI S V,SALIMATH R S.Ultimate lateral load of a pile in soft clay under cyclic loading[].Theth international Conference of International Association for Computer Methods and Advances in Geomechanics(IACMAG).2008
  • 2EI NAGGAR M H,BENTLEY K J.Dynamic analysis for laterally loaded piles and dynamic p-y curves[].Canadian Geotechnical Journal.2000
  • 3Reese L C,Welch R C.Lateral loadings of deep foundations in stiff clay[].Journal of Geotechnical Engineering.1975
  • 4T. Nogami,J. Otani,K. Konagai.Nonlinear Soil-Pile Interaction Model for Dynamic Lateral Motion[].Journal of Geotechnical Engineering.1992
  • 5Grashuis,AJ,Dieterman,HA,Zorn,NF.Calculation of cyclic response of laterally loaded piles[].Comp Geotech.1990
  • 6Skempton A W.The bearing capacity of clays[].Proceedings of the Building Research Congress.1951
  • 7Kagawa T,Kraft L M.Lateral load-deflection relationships of piles subjected to dynamic loadings[].Soils and Foundations.1980

共引文献14

同被引文献58

引证文献9

二级引证文献26

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