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Study of the effect of composite constrained layers in vibration damping of plates

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
To add damping to the system, viscoelastic materials (VEM) are added to structures, in order to enhance damping effects of the VEM, a constraining layer is attached. Due to the addition of the material on the system the fundamental characteristics of the systems are altered much. This paper analyzes the damping effect of the constraining layer on plate type structures numerically using the FEM software ANSYS. Experiments are conducted to validate the analytical results. The use of weightless composite materials as constraining layers has been analyzed. Results are compared with the conventional constraining layer materials. The results showed that composite materials give a better damping effect without much altering the fundamental characteristics.
Słowa kluczowe
Rocznik
Strony
203--209
Opis fizyczny
Bibliogr. 12 poz., tab., wykr.
Twórcy
  • Department of Mechanical Engineering Kongu Engineering College Erode, Tamilnadu, INDIA
  • Department of Mechanical Engineering Kongu Engineering College Erode, Tamilnadu, INDIA
  • K.P.R. College of Engineering and Technology Coimbatore, Tamil Nadu, INDIA
Bibliografia
  • Douglas B.E. and Yang J.C. (1978): Transverse compressional damping in the vibration response of elastic viscoelastic beams. - AIAA Journal, vol.16, No.9, pp.925-930.
  • Fasana A. and Marchesiello S. (2001): Rayleigh-Ritz analysis of sandwich beams. - J. Sound Vib., vol.241, No.4, pp.643-652.
  • Hao M. and Rao M.D. (2005): Vibration and damping analysis of a sandwich beam containing a viscoelastic constraining layer. - Journal of Composite Materials, vol.39, No.18, pp.1621-1643.
  • Kerwin E.M. (1959): Damping of flexural waves by a constrained viscoelastic layer. - Journal of Acoustic Society of America, vol.31, No., pp.952-962.
  • Lam M.J. (1997): Hybrid active/passive models with frequency dependent damping. - Ph.D Dissertation. Virginia Polytechnic Institute and State University.
  • Mantena P.R., Gibson R.F. and Hwang S.J. (1991): Optimal constrained viscoelastic tape lengths for maximizing damping in laminated composites. - AIAA J., No.29, pp.1678-1685.
  • Marcelin J.L., Ph. Trompette and Smati A. (1992): Optimal constrained layer damping with partial coverage. - Finite Elements Anal. Des., vol.12, No. pp.273-280.
  • Mead D.J. and Markus S. (1969): The forced vibration of a three-layer, damped sandwich beam with arbitrary boundary conditions. - AIAA Journal, vol.10, No.2, pp.163-175.
  • Nakra B.C. (1998): Vibration control in machines and structures using viscoelastic damping. - Journal of Sound and Vibration, vol.211, No.3, pp.449-465.
  • Ross D., Ungar E.E. and Kerwin E.M. (1959): Flexural vibrations by means of viscoelastic laminate. - ASME Structure Damping Section, pp.48-87.
  • Sasikumar K.S.K., Selvakumar S. and Arulshri K.P. (2011): An analysis of the effect of constraining layer modulus on the vibration control of beams treated with PCLD. - European Journal of Scientific Research, vol.66, No.3, pp.377-391.
  • Yan M.J. and Dowell E.H. (1972): Governing equations for vibrating constrained layer damping of sandwich beams and plates. - J. Appl. Mech. Trans. ASME, vol.94, No., pp.1041-1047.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6e6d2b2e-416b-4bf9-bc11-c5d0596e4781
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