Damping Properties of Magnetic-Vibration-Damper

To improve effective vibration damper, we have developed a new type damper, Magnetic-Vibration-Damper (MVD). By applying magnetism, MVD doesn't have only good workability but also enhanced damping abilities. As the result of examinations of thickness of constraining layer (TC) and thickness of...

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Published inThe Journal of the INCE of Japan Vol. 21; no. 4; pp. 273 - 281
Main Authors Hansaka, Masanori, Mifune, Naoto, Miura, Atushi, Satou, Hitoshi
Format Journal Article
LanguageEnglish
Japanese
Published The Institutew of Noise Control Engineering of Japan 01.08.1997
Subjects
Online AccessGet full text
ISSN0386-8761
1883-7506
DOI10.11372/souonseigyo1977.21.273

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Abstract To improve effective vibration damper, we have developed a new type damper, Magnetic-Vibration-Damper (MVD). By applying magnetism, MVD doesn't have only good workability but also enhanced damping abilities. As the result of examinations of thickness of constraining layer (TC) and thickness of damping layer (TD) dependencies, the following properties of MVD have been revealed. (1) The damping performance of MVD has a peak value againstTC, and the suitable value of TCincreases in proportion to thickness of vibrating body (TB). (2) The damping performance of MVD increases with the increase of TD in small range of TD, and gradually converges to a value. The values of TD where the damping performance of MVD converges are almost constant against TB. (3) Sample mass effect on constraining type vibration damper has been revealed to be very small. (4) It is found out that only in small range of TD less than 3mm sample mass effect becomes effective. Other than sample mass, flexural rigidity of constraining layer is as influential in frictional loss as in internal loss.
AbstractList To improve effective vibration damper, we have developed a new type damper, Magnetic-Vibration-Damper (MVD). By applying magnetism, MVD doesn't have only good workability but also enhanced damping abilities. As the result of examinations of thickness of constraining layer (TC) and thickness of damping layer (TD) dependencies, the following properties of MVD have been revealed. (1) The damping performance of MVD has a peak value againstTC, and the suitable value of TCincreases in proportion to thickness of vibrating body (TB). (2) The damping performance of MVD increases with the increase of TD in small range of TD, and gradually converges to a value. The values of TD where the damping performance of MVD converges are almost constant against TB. (3) Sample mass effect on constraining type vibration damper has been revealed to be very small. (4) It is found out that only in small range of TD less than 3mm sample mass effect becomes effective. Other than sample mass, flexural rigidity of constraining layer is as influential in frictional loss as in internal loss.
Author Hansaka, Masanori
Miura, Atushi
Mifune, Naoto
Satou, Hitoshi
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  fullname: Satou, Hitoshi
  organization: Railway Technical Research Institute
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References 9) 益子, 伊東, 吉田: 2枚板構造の減衰能発生機構, 日本機械学会論文集, 39 (317) (1973), pp. 382-392.
1) P. M. Morse: Vibration and Sound (McGraw-Hill Book Company, Inc., second edition, 1948), p. 151.
7) 半坂: 磁性複合型制振材の開発, JREA, 36 (2) (1993), pp. 34-36.
8) ASTM E756-83: Standard Method for Measuring Vibration-Damping Properties of Materials.
2) C. D. Jhonson: Design of Passive Damping Systems, Transactions of the ASME 117 (1995), pp. 171-176.
3) E. E. Unger: Damping Tapes for Vibration Control, Product Eng., 25 (1960), pp. 57-62.
6) M. Hansaka and N. Mifune: Damping Properties of Magnetic-Vibration-Damper, INTER NOISE '94, 4 (1994), pp. 993-996.
5) 半坂, 御船: 磁性複合型制振材の制振特性, 騒音制御, 17 (4) (1993), pp. 206-211.
4) E. M. Kerwin: Damping of Flexural Waves by a Constrained Viscoelastic Layer, J. The Acoustical Society of America, 31 (7) (1959), pp. 952-962.
References_xml – reference: 4) E. M. Kerwin: Damping of Flexural Waves by a Constrained Viscoelastic Layer, J. The Acoustical Society of America, 31 (7) (1959), pp. 952-962.
– reference: 1) P. M. Morse: Vibration and Sound (McGraw-Hill Book Company, Inc., second edition, 1948), p. 151.
– reference: 2) C. D. Jhonson: Design of Passive Damping Systems, Transactions of the ASME 117 (1995), pp. 171-176.
– reference: 7) 半坂: 磁性複合型制振材の開発, JREA, 36 (2) (1993), pp. 34-36.
– reference: 8) ASTM E756-83: Standard Method for Measuring Vibration-Damping Properties of Materials.
– reference: 5) 半坂, 御船: 磁性複合型制振材の制振特性, 騒音制御, 17 (4) (1993), pp. 206-211.
– reference: 6) M. Hansaka and N. Mifune: Damping Properties of Magnetic-Vibration-Damper, INTER NOISE '94, 4 (1994), pp. 993-996.
– reference: 3) E. E. Unger: Damping Tapes for Vibration Control, Product Eng., 25 (1960), pp. 57-62.
– reference: 9) 益子, 伊東, 吉田: 2枚板構造の減衰能発生機構, 日本機械学会論文集, 39 (317) (1973), pp. 382-392.
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Snippet To improve effective vibration damper, we have developed a new type damper, Magnetic-Vibration-Damper (MVD). By applying magnetism, MVD doesn't have only good...
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StartPage 273
SubjectTerms Butylrubber
Damper
Magnetism
Railway
Title Damping Properties of Magnetic-Vibration-Damper
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