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On the eigenvalues of a uniform rectangular plate carrying any number of spring-damper-mass systems

  • Chen, Der-Wei (Department of Naval Architecture and Marine Engineering, Chung Cheng Institute of Technology, National Defense University)
  • Received : 2003.02.12
  • Accepted : 2003.06.03
  • Published : 2003.09.25

Abstract

The goal of this paper is to determine the eigenvalues of a uniform rectangular plate carrying any number of spring-damper-mass systems using an analytical-and-numerical-combined method (ANCM). To this end, a technique was presented to replace each "spring-damper-mass" system by a massless equivalent "spring-damper" system with the specified effective spring constant and effective damping coefficient. Then, the mode superposition approach was used to transform the partial differential equation of motion into the matrix equation, and the eigenvalues of the complete system were determined from the associated characteristic equation. To verify the reliability of the presented theory, all numerical results obtained from the ANCM were compared with those obtained from the conventional finite element method (FEM) and good agreement was achieved. Since the order of the property matrices for the equation of motion obtained from the ANCM is much lower than that obtained from the FEM, the CPU time required by the ANCM is much less than that by the FEM.

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References

  1. Avalos, D.R., Larrondon, H.A. and Laura, P.A.A. (1993), "Vibration of a simply supported plate carrying anelastically mounted concentrated mass", Ocean Engng., 20(2), 95-200.
  2. Avalos, D.R., Larrondon, H.A. and Laura, P.A.A. (1994), "Transverse vibration of a circular plate carrying anelastically mounted mass", J. Sound Vib., 177(2), 251-258. https://doi.org/10.1006/jsvi.1994.1431
  3. Bergman, L.A., Hall, J.K. and Lueschen, G.G.G. (1993), "Dynamic Green's functions for Levy plates", J. SoundVib., 162(2), 281-310. https://doi.org/10.1006/jsvi.1993.1119
  4. Clough, R.W. and Penzien, J. (1975), Dynamics of Structures, McGraw-Hill, Inc.
  5. Das, Y.C. and Nazarena, D.R. (1963), "Vibration of a rectangular plate with concentrated mass, spring, anddashpot", J. Appl. Mech., 30(1), 1-36. https://doi.org/10.1115/1.3630100
  6. Faires, J.D. and Burden, R.L. (1993), Numerical Methods, Pws Publishing Company.
  7. Goldfracht, E. and Rosenhouse, G. (1984), "Use of Lagrange multipliers with polynominal series for dynamicanalysis of constrained plates, Part I: Polynominal series", J. Sound Vib., 92(1), 83-93. https://doi.org/10.1016/0022-460X(84)90375-4
  8. Goyal, S.K. and Sinha, P.K. (1977), "Transverse vibrations of sandwich plates with concentrated mass, spring,and dashpot", J. Sound Vib., 51, 570-573. https://doi.org/10.1016/S0022-460X(77)80055-2
  9. Inman, Daniel J. (1994), Engineering Vibration, Prentice-Hall, Inc.
  10. Laura, P.A.A., Susemihl, E.A., Pombo, J.L., Luisoni, L.E. and Gelos, R. (1977), "On the dynamic behaviour ofstructural elements carrying elastically mounted concentrated masses," Applied Acoustics, 10, 121-145. https://doi.org/10.1016/0003-682X(77)90021-4
  11. Librescu, L. and Na, S.S. (1997), "Vibration and dynamic response control of cantilevers carrying externallymounted stores", Journal Acoustics, Society of America, 102(6), 3516-3522. https://doi.org/10.1121/1.420397
  12. Meirovitch, L. (1967), Analytical Methods in Vibrations, New York: Macmillan Company.
  13. Nicholson, J.W. and Bergman, L.A. (1986), "Vibration of damped plate-oscillator systems", J. Eng. Mech.,American Society of Civil Engineers, 112(1), 14-30. https://doi.org/10.1061/(ASCE)0733-9429(1986)112:1(14)
  14. Przemieniecki, J.S. (1968), Theory of Matrix Structural Analysis, New York, McGraw-Hill, Inc.
  15. Rosenhouse, G. and Goldfracht, E. (1984), "Use of Lagrange multipliers with polynomial series for dynamicanalysis of constrained plates, Part II: Lagrange multipliers", J. Sound Vib., 92(1), 95-106. https://doi.org/10.1016/0022-460X(84)90376-6
  16. Tse, F.S., Morse, I.E. and Hinkle, R.T. (1978), Mechanical Vibration Theory and Applications, Allyn and Bacon,Inc.
  17. Warburton, G.B. (1976), The Dynamical Behavior of Structure, New York, Pergmaon Press.
  18. Weaver, R.L. (1997), "Multiple-scattering theory for mean responses in a plate with sprung masses", J. Acoust.Soc. Am., 101(6), 3466-3474. https://doi.org/10.1121/1.418355
  19. Weaver, R.L. (1998), "Mean-square responses in a plate with sprung masses, energy flow and diffusion", J.Acoust. Soc. Am., 103(1), 414-427. https://doi.org/10.1121/1.421097
  20. Wu, J.S. and Luo, S.S. (1997a), "Use of the analytical-and-numerical-combined method in free vibration of arectangular plate with any number of point masses and translational springs", J. Sound Vib., 200(2), 179-194. https://doi.org/10.1006/jsvi.1996.0697
  21. Wu, J.S. and Luo, S.S. (1997b), "Free vibration of a rectangular plate carrying any number of point masses andtranslational springs by using the modified and quasi analytical-and-numerical-combined methods", Int. J.Numer. Meth. Eng., 40, 2171-2193. https://doi.org/10.1002/(SICI)1097-0207(19970630)40:12<2171::AID-NME124>3.0.CO;2-H
  22. Wu, J.S. and Luo, S.S. (1997c), "Author's reply: Use of the analytical-and-numerical-combined method in freevibration of a rectangular plate with any number of point masses and translational springs", J. Sound Vib.,207(4), 591-592. https://doi.org/10.1006/jsvi.1997.1157
  23. Wu, J.S., Chou, H.M. and Chen, D.W. (2002), "Free vibration analysis of a uniform rectangular plate carryingany number of elastically mounted masses", J. Multi-body Dynamic, (accepted).