期刊文献+

切割对磁约束阻尼处理固支板的振动特性的影响 被引量:1

EFFECT OF CUTOUT ON DAMPING OF A CLAMPED-CLAMPED PLATE WITH MAGNETIC CONSTRAINED DAMPING TREATMENT
下载PDF
导出
摘要 在约束层根部设置引力排列的磁体,阻尼层的剪应变将大于传统约束阻尼处理(passive constrained layer damping treatment,PCLD)的剪应变,因此,采用磁约束阻尼处理(magnetic constrained layer damping treatment,MCLD)可使系统的阻尼得到显著地改善。文中应用假设模态法研究工程中常见的两边固支约束阻尼板的磁约束处理减振效果,推导出由板的横向模态坐标表示的特征方程。通过考察固支板的第一阶扭转模态(m=1,n=1)的损耗因子,研究将阻尼层等分切割为总的尺寸不变的两块阻尼层的阻尼变化情况。分析表明,在覆盖面积相同时,将阻尼块沿x方向等分为2块,将每块放置在板的宽度方向的边部,并沿模态节线y=W/2对称,可使MCLD获得更好的阻尼改进效果。 The shear strains of viscoelastic damping layers resulting from the attraction arrangement magnets on the constraining layers mot are higher than those of the conventional passive constrained layer damping treatment (PCLD). Therefore, significant improvement of damping characteristics can be achieved by using the magnetic constrained layer damping treatment (MCLD). A rectangular plate with clamped-clamped end boundary is also often applied in engineering. The damping preperty of magnetic constrained layer damping (MCLD) plate with above boundary was discussed. Assumed-mode method was applied for the damping analysis of flexural vibration of the clamped-clamped plate. A standard eigenvalue equations in terms of plate transverse modal coordinates were derived. Patches cutout effect with one or two segments of the same total size are then evaluated in terms of modal loss factors for the first torsional mode (m= 1, n=1). Given the same area, when a patch is cut into two segments and set each segment at the edge of plate in the width direction and symmetrically along the modal nodal line y = W/2, using MCLD treatment can produce better damping than PCLD treatment.
出处 《机械强度》 CAS CSCD 北大核心 2009年第1期28-31,共4页 Journal of Mechanical Strength
基金 国家自然科学基金资助项目(10472035)~~
关键词 永磁体 约束阻尼处理 固支板 损耗因子 Permanent Constrained layer damping treatment Clamped-clamped plate Loss factor
  • 相关文献

参考文献5

  • 1Chantalakhana C, Stanway R. Active constrained layerdamping of clamped-damped plate vibrations[Jl. Journal of Sound and Vibration, 2001, 241(5): 755-777.
  • 2Ruzzene M, Oh J, Baz A. Finite element modeling of magnetic constrained layer dampin[J]. Journal of Sound and Vibration, 2000, 236 (4) : 657-682.
  • 3ZHENG HuiMing, HE Zeng. Influence of permanent magnets on vibration characteristics of a partially covered sandwich cantilever beam[ J]. Journal of Sound and Vibration, 2004, 274(3-5): 801-819.
  • 4郑慧明,何锃,李誉.附加磁体对局部约束阻尼固支梁损耗因子的影响[J].华中科技大学学报(自然科学版),2003,31(12):103-106. 被引量:1
  • 5Kung S W, Singh R. Vibration analysis of beam with multiple constrained layer damping patches[J]. Journal of Sound and Vibration, 1998, 212 (5) : 781-805.

二级参考文献2

  • 1[1]Ruzzene M, Oh J, Baz A. Finite element modelling of magnetic constrained layer damping. Journal of Sound and Vibration, 2000, 236(4): 657~682
  • 2[2]Oh J, Poh S, Baz A. Vibration control of beams using electro-magnetic compressional damping treatment. Journal of Vibration and Acoustics, 2000, 122: 235~243

同被引文献7

  • 1王淼,方之楚.主动约束层阻尼梁结构复杂耦合振动的多层谱有限元法[J].上海交通大学学报,2005,39(1):87-90. 被引量:13
  • 2李恩奇,唐国金,李道奎,雷勇军.局部覆盖约束层阻尼梁动力学问题的解析解[J].振动与冲击,2007,26(5):85-89. 被引量:5
  • 3Sainsburya M G,Ravish S Masti.Vibration damping of cylindricalshells using strain-energy-based distribution of an add-onviscoelastic treatment[J].Finite Elements in Analysis andDesign,2007,43:175-192.
  • 4Zheng H,Cai C,Tan X M.Optimization of partial constrainedlayer damping treatment for vibrational energy minimization ofvibrating beams[J].Computers and Structures,2004,82:2493-2507.
  • 5Zheng H,Cai C,Pau G S H,et al.Minimizing vibration responseof cylindrical shells through layout optimization of passiveconstrained layer damping treatment[J].Journal of Sound andVibration,2006,279:739-756.
  • 6Yi-Cheng Chen,Shyh-Chin Huangb.An optimal placement of CLDtreatment for vibration suppression of plates[J].InternationalJournal of Mechanical Sciences,2002,44:1801-1821.
  • 7杜华军,邓年春,邹振祝,黄文虎.采用压电和黏弹性材料的杂交阻尼控制的研究[J].力学进展,2004,34(1):32-40. 被引量:5

引证文献1

二级引证文献6

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