DOI QR코드

DOI QR Code

On the natural frequencies and mode shapes of a multi-span and multi-step beam carrying a number of concentrated elements

  • Lin, Hsien-Yuan (Department of Mechanical Engineering, Cheng Shiu University)
  • 투고 : 2007.09.06
  • 심사 : 2008.05.23
  • 발행 : 2008.07.30

초록

This paper adopts the numerical assembly method (NAM) to determine the exact solutions of natural frequencies and mode shapes of a multi-span and multi-step beam carrying a number of various concentrated elements including point masses, rotary inertias, linear springs, rotational springs and springmass systems. First, the coefficient matrix for an intermediate station with various concentrated elements, cross-section change and/or pinned support and the ones for the left-end and right-end supports of a beam are derived. Next, the overall coefficient matrix for the entire beam is obtained using the numerical assembly technique of the conventional finite element method (FEM). Finally, the exact solutions for the natural frequencies of the vibrating system are determined by equating the determinant of the last overall coefficient matrix to zero and the associated mode shapes are obtained by substituting the corresponding values of integration constants into the associated eigenfunctions.

키워드

참고문헌

  1. Balasubramanian, T.S. and Subramanian, G. (1985), 'On the performance of a four- degree-of-freedom per node element for stepped beam analysis and higher frequency estimation', J. Sound Vib., 99(4), 563-567 https://doi.org/10.1016/0022-460X(85)90541-3
  2. Balasubramanian, T.S., Subramanian, G. and Ramani, T.S. (1990), 'Significance of very high order derivatives as nodal degrees of freedom in stepped beam vibration analysis', J. Sound Vib., 137(2), 353-356 https://doi.org/10.1016/0022-460X(90)90803-8
  3. Chen, D.W. and Wu, J.S. (2002), 'The exact solutions for the natural frequencies and mode shapes of non-uniform beams with multiple spring-mass systems', J. Sound Vib., 255(2), 299-322 https://doi.org/10.1006/jsvi.2001.4156
  4. Chen, D.W. (2003), 'The exact solutions for the natural frequencies and mode shapes of non-uniform beams carrying multiple various concentrated elements', Struct. Eng. Mech., 16(2), 153-176 https://doi.org/10.12989/sem.2003.16.2.153
  5. De Rosa, M.A. (1994), 'Free vibrations of stepped beams with elastic ends', J. Sound Vib., 173(4), 557-563 https://doi.org/10.1006/jsvi.1994.1246
  6. De Rosa, M.A., Belles, P.M. and Maurizi, M.J. (1995), 'Free vibrations of stepped beams with intermediate elastic supports', J. Sound Vib., 181(5), 905-910 https://doi.org/10.1006/jsvi.1995.0177
  7. Hamdan, M.N. and Abdel Latif, L. (1994), 'On the numerical convergence of discretization methods for the free vibrations of beams with attached inertia elements', J. Sound Vib., 169(4), 527-545 https://doi.org/10.1006/jsvi.1994.1032
  8. Jang, S.K. and Bert, C.W. (1989), 'Free vibrations of stepped beams: exact and numerical solutions', J. Sound Vib., 130(2), 342-346 https://doi.org/10.1016/0022-460X(89)90561-0
  9. Jang, S.K. and Bert, C.W. (1989), 'Free vibrations of stepped beams: higher mode frequencies and effects of steps on frequency', J. Sound Vib., 132(1), 164-168 https://doi.org/10.1016/0022-460X(89)90882-1
  10. Ju, F., Lee, H.P. and Lee, K.H. (1994), 'On the free vibration of stepped beams', Int. J. Solids Struct., 31, 3125-3137 https://doi.org/10.1016/0020-7683(94)90045-0
  11. Laura, P.A.A., Rossi, R.E., Pombo, J.L. and Pasqua, D. (1994), 'Dynamic stiffening of straight beams of rectangular cross-section: a comparison of finite element predictions and experimental results', J. Sound Vib., 150(1), 174-178 https://doi.org/10.1016/0022-460X(91)90413-E
  12. Lee, J. and Bergman, L.A. (1994), 'Vibration of stepped beams and rectangular plates by an elemental dynamic flexibility method', J. Sound Vib., 171(5), 617-640
  13. Lin, H.Y. and Tsai, Y.C. (2005), 'On the natural frequencies and mode shapes of a uniform multi-span beam carrying multiple point masses', Struct. Eng. Mech., 21(3), 351-367 https://doi.org/10.12989/sem.2005.21.3.351
  14. Lin, H.Y. and Tsai, Y.C. (2006), 'On the natural frequencies and mode shapes of a multiple-step beam carrying a number of intermediate lumped masses and rotary inertias', Struct. Eng. Mech., 22(6), 701-717 https://doi.org/10.12989/sem.2006.22.6.701
  15. Lin, H.Y. and Tsai, Y.C. (2007), 'Free vibration analysis of a uniform multi-span beam carrying multiple spring-mass systems', J. Sound Vib., 302(3), 442-456 https://doi.org/10.1016/j.jsv.2006.06.080
  16. Maurizi, M.J. and Belles, P.M. (1994), 'Natural frequencies of one-span beams with stepwise variable cross-section', J. Sound Vib., 168(1), 184-188 https://doi.org/10.1006/jsvi.1993.1399
  17. Naguleswaran, S. (2002a), 'Natural frequencies, sensitivity and mode shape details of an Euler-Bernoulli beam with one-step change in cross-section and with ends on classical supports', J. Sound Vib., 252(4), 751-767 https://doi.org/10.1006/jsvi.2001.3743
  18. Naguleswaran, S. (200b), 'Vibration of an Euler-Bernoulli beam on elastic end supports and with up to three step changes in cross-section', Int. J. Mech. Sci., 44, 2541-2555 https://doi.org/10.1016/S0020-7403(02)00190-X
  19. Subramanian, G. and Balasubramanian, T.S. (1985), 'Beneficial effects of steps on the free vibration characteristics of beams', J. Sound Vib., 118(3), 555-560 https://doi.org/10.1016/0022-460X(87)90373-7
  20. Wu, J.S. and Chou, H.M. (1998), 'Free vibration analysis of a cantilever beam carrying any number of elastically mounted point masses with the analytical-and-numerical-combined method', J. Sound Vib., 213(2), 317-332 https://doi.org/10.1006/jsvi.1997.1501
  21. Wu, J.S. and Chou, H.M. (1999), 'A new approach for determining the natural frequencies and mode shapes of a uniform beam carrying any number of sprung masses', J. Sound Vib., 220(3), 451-468 https://doi.org/10.1006/jsvi.1998.1958

피인용 문헌

  1. Simulations and Experiments on Vibration Control of Aerospace Thin-Walled Parts via Preload vol.2017, 2017, https://doi.org/10.1155/2017/8135120
  2. An exact solution for free vibrations of a non-uniform beam carrying multiple elastic-supported rigid bars vol.34, pp.4, 2010, https://doi.org/10.12989/sem.2010.34.4.399
  3. Vibration of an Offshore Structure Having the Form of a Hollow Column Partially Filled with Multiple Fluids and Immersed in Water vol.2012, 2012, https://doi.org/10.1155/2012/158983
  4. Analytical Solution for Whirling Speeds and Mode Shapes of a Distributed-Mass Shaft With Arbitrary Rigid Disks vol.81, pp.3, 2013, https://doi.org/10.1115/1.4024670
  5. Effects of geometric parameters on in-plane vibrations of two-stepped circular beams vol.42, pp.2, 2012, https://doi.org/10.12989/sem.2012.42.2.131
  6. An efficient approach for whirling speeds and mode shapes of uniform and nonuniform Timoshenko shafts mounted by arbitrary rigid disks vol.2, pp.7, 2008, https://doi.org/10.1002/eng2.12183