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基于ESO的约束阻尼板拓扑优化设计研究 被引量:18

Study on topological optimization design of constrained damping plate based on evolutionary structural optimization
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摘要 基于渐进结构拓扑优化方法(Evolution Structural Optimization,ESO),以阻尼材料用量为约束条件、模态损耗因子最大化为目标函数,研究了约束阻尼板结构的拓扑优化设计问题,推导了灵敏度分析公式,给出了阻尼结构拓扑优化设计方法,得到了在一定阻尼材料用量下约束阻尼板结构的模态损耗因子最大的拓扑构形。该方法对于阻尼结构的优化设计有一定的意义,具有较强的工程实用性。 On the basis of topological Evolutionary Structural Optimization method (ESO) and taking the needed amount of damping material as the constraint condition, and the maximization of loss factor of modality as the target function, the problem of topological optimization design for constraint damping plate structure was studied. The formula of sensitivity analysis was derived; the topological optimization designing method of damping structure was presented, and the topological configuration of maximum modality loss factor of the constraint damping plate structure under certain needed amount of damping material was obtained. This method has certain significance on the optimization design of damping structure, and has comparatively strong practicality in engineering.
出处 《机械设计》 CSCD 北大核心 2006年第10期3-6,共4页 Journal of Machine Design
基金 中国工程物理研究院科学技术基金资助项目(20060321)
关键词 拓扑优化 灵敏度分析 棋盘格式 约束阻尼结构 topological optimization sensitivity analysis chessboard pattern constraint damping structure
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参考文献12

  • 1Bendsoe MP. Optimization of structural topology, Shape and material[M]. Spring:Berlin, 1995.
  • 2Fujii D, Kikuchi N. Improvement of numerical instabilities in topology optimization using SLP method[J]. Struct. Multidisc.Optim. , 2000, 19(2): 113-121.
  • 3Xie YM, Steven GP. Evolutionary structural optimization[M].Berlin, Heidelberg, New York: Springer,1997.
  • 4Kerwin EM. Damping of flexural waves by constrained viscoeleastic layer[J]. Journal of Acoustical Society of America, 1959,31(37) :952-962.
  • 5Ditaranto RA. Theory of vibratory bending for elastic and viscoe-lastic layered finite-length beams[J]. American Society Mechanical Engineers Journal Applied Mechanics, 1965, 32 (4): 881 -886.
  • 6Mead DJ, Markus S. The forced vibration of a three-layer,damped sandwich beam with arbitrary boundary conditions[J].Journal of Sound and Vibration, 1969, 10(2) : 163- 175.
  • 7Lall AK, Asnani NT, Nakra BC. Damping analysis of partially covered sandwich beams[J]. Journal of Sound and Vibration,1988, 123(2): 247-259.
  • 8Lall AK, Asnani NT, Nakra BC. Vibration and damping analysis of rectangular plate with partially covered constrained viscoelastic layer[J]. American Society of Mechanical Engineers Journal of Vibration, Acoustics, Stress, and Reliability in Design, 1987,109(3): 241-247.
  • 9Zheng H, Caia C, Pau GSH Liu GR. Minimizing vibration response of cylindrical shells through layout optimization of passive constrained layer damping treatments[J]. Journal of Sound and Vibration, 2005, 279(3-5):739-756.
  • 10杨德庆,柳拥军,金咸定.薄板减振降噪的拓扑优化设计方法[J].船舶力学,2003,7(5):91-96. 被引量:47

二级参考文献7

  • 1SYSNOISE Rev.5.3A User‘s ManuaI[CP].LMS Numerical Technologies,Belgium,1997..
  • 2Slaughter S B, Cheung M C, Sucharski D, et al.State of the art in hull response monitoring systems[M]. Washington: Ship Structure Committee,1997. Report SSC-401.
  • 3Little R S, Lewis E V, Bailey F C. A statistical study of wave induced bending moments on large oceangoing tanker and bulk carriers [J]. SNAME Transactions, 1971, 79: 117-168.
  • 4Witmer D J, Lewis J W. The BP oil tanker structural monitoring system [J]. Marine Technology,1995, 32(4): 277-296.
  • 5Ashcroft F H. Shipboard monitoring [J]. SNAME Transactions, 1996, 104: 549-552.
  • 6Xu J, Haddara M R. Estimation of wave-induced ship hull bending moment from ship motion measurements [J]. Marine Structures, 2001, 14: 593-610.
  • 7Hush D R, Horne B G. Progress in supervised neural networks [J]. IEEE Signal Processing Magazine,1993, (1): 8-39.

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