期刊文献+

浮式风机动态缆防弯器优化设计

Optimization Design of Dynamic Cable Bending Stiffener for Floating Wind Turbine
下载PDF
导出
摘要 针对防弯器设计时几何结构参数多,需同时考虑刚度、寿命及质量,设计过程复杂,难以快速获得最优结构方案等问题,建立动态缆整体动力响应分析模型及防弯器有限元分析模型,以质量和疲劳寿命为优化目标,将其主要几何参数作为变量,利用BP神经网络算法实现几何参数与疲劳寿命之间的全局化映射,建立防弯器疲劳寿命预测模型,并通过多目标粒子群优化算法得到考虑寿命与质量的最优结构方案。结果表明,优化后防弯器质量和疲劳寿命有一定的提升,形成了浮式风机动态缆防弯器快速优化设计方法。研究成果可为海洋工程结构与装备的优化设计提供理论指导。 There are many geometric structure parameters in the design of bending stiffeners.It is necessary to consider the stiffness,life and quality at the same time.The design process is complicated and it is difficult to obtain the optimal structural scheme quickly.The overall dynamic response analysis model of dynamic cable and the finite element analysis model of bending stiffener are established.The quality and fatigue life are taken as the optimization objectives,and the main geometric parameters are taken as variables.The BP neural network algorithm is used to realize the global mapping between geometric parameters and fatigue life.The fatigue life prediction model of bending stiffener is established,and the optimal structural scheme considering life and quality is obtained by multi-objective particle swarm optimization algorithm.The results show that the quality and fatigue life of bending stiffener are improved after optimization,and a rapid optimization design method for dynamic cable bending stiffener of floating wind turbine is formed.The research results can provide theoretical guidance for the optimization design of ocean engineering structures and equipment.
作者 李海波 李志川 江思傲 张玉 LI Haibo;LI Zhichuan;JIANG Siao;ZHANG Yu(China National Offshore Oil Corporation,Beijing 100010,China;Clean Energy Branch,CNOOC Energy Development Co.,Ltd.,Tianjin 300459,China;College of Safety and Ocean Engineering,China University of Petroleum(Beijing),Beijing 102249,China)
出处 《船舶工程》 CSCD 北大核心 2024年第5期138-144,共7页 Ship Engineering
基金 中海油能源发展股份有限公司重大科技专项(HFZXKT-JN2021-01)。
关键词 防弯器 动态缆 神经网络 优化设计 多目标粒子群算法 bending stiffener dynamic cable neural network optimized design multi-objective particle swarm optimization algorithm
  • 相关文献

参考文献7

二级参考文献50

  • 1郑利军,邓小康,毛英超,王翀.深水脐带缆构型选型设计[J].船舶工程,2020,42(S01):442-444. 被引量:6
  • 2隋允康,叶红玲,彭细荣,张学胜.连续体结构拓扑优化应力约束凝聚化的ICM方法[J].力学学报,2007,39(4):554-563. 被引量:22
  • 3API, 2002. Spec 17J, Specification for Unbonded Flexible Pipe, American Petroleum Institute.
  • 4Bahtui, A., Bahai, H. and Alfano, G., 2009. Numerical and analytical modeling of unbonded flexible risers, Journal of Offshore Mechanics and A rctic Engineering, 131(2): 021401.1 - 021401.13.
  • 5Bisshopp, K. E. and Drucker, D. C., 1945. Large deflections of cantilever beams, Q. Appl. Math., 3(3): 272-275.
  • 6Caire, M. and Vaz, M. A., 2007. The effect of flexible pipe nonlinear bending stiffness behavior on bend stiffener analysis, Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering, 3, 103-109.
  • 7Chryssanthopoulos, M. K. and Low, Y. M., 2001. A method for predicting the flexural response of tubular member with nonlinear stress-strain characteristics, Journal of Constructional Steel Research, 57(11): 1197-1216.
  • 8Dado, M. and A1-Sadder, S., 2005. A new technique for large deflection analysis of non-prismatic cantilever beams, Mechanics Research Communications, 32(6): 692-703.
  • 9Fang, J. and Lyons, G. J., 1992. Structural damping behavior of unbonded flexible risers, Marine Structures, 5(2-3): 165-192.
  • 10Gere, J. M. and Timoshenko, S. P., 1984. Mechanics of Materials, 2nd Edition, Wadsworth International, California, USA. Lee, K., 2002.

共引文献31

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