Vibration suppression of structures with viscoelastic inserts

被引:4
作者
Bhattacharya, B
Tomlinson, GR
House, JR
机构
[1] Univ Sheffield, Dept Mech Engn, Sheffield S1 3JD, S Yorkshire, England
[2] Indian Inst Technol, Dept Mech Engn, Kanpur 208016, Uttar Pradesh, India
[3] QinetiQ, Farnborough, Hants, England
关键词
composite stiffener; viscoelastic damping; energy-absorbing joints; damped beams;
D O I
10.1243/095440602760400959
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The concept of suppressing flexural and longitudinal wave motion in a free-free beam structure by use of embedded viscoelastic inserts is described. Taking the example of a simple aluminium beam it is shown that the shape of the insert in terms of the incident wave angle plays an important role in the efficient suppression of wave motion. The insert principle is then applied to a 'top-hat' stiffener section that forms part of a fibre-reinforced polymeric composite beam structure, typical of that used in the fabrication of marine structures. From this example it is shown that the use of specifically designed viscoelastic inserts can reduce flexural and longitudinal wave motion over a wide frequency range. The numerical studies are supported by experimental tests in the case of both the free-free beam and the more complex top-hat section structure.
引用
收藏
页码:983 / 995
页数:13
相关论文
共 8 条
  • [1] AHID N, 1985, VIBRATION DAMPING
  • [2] BHATTACHARYA B, 2000, SPIE 7 INT S SMART S
  • [3] BHATTACHARYA B, 1999, SPIE 6 ANN INT S SMA
  • [4] Ferry D.J., 1980, Viscoelastic Properties of Polymers, V3e
  • [5] Observations on the use of a viscoelastic joint to provide noise reduced sonar domes
    House, JR
    [J]. SMART MATERIALS & STRUCTURES, 1997, 6 (05) : 640 - 645
  • [6] JOHNSON CD, 1982, AM I AERONAUT AS SEP
  • [7] Mallik AK., 1990, PRINCIPLES VIBRATION
  • [8] MENTEL TJ, 1960, STRUCTURAL DAMPING