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Free vibration of functionally graded beams based on both classical and first-order shear deformation beam theories 被引量:10

Free vibration of functionally graded beams based on both classical and first-order shear deformation beam theories
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摘要 The free vibration of functionally graded material (FGM) beams is studied based on both the classical and the first-order shear deformation beam theories. The equations of motion for the FGM beams are derived by considering the shear deforma- tion and the axial, transversal, rotational, and axial-rotational coupling inertia forces on the assumption that the material properties vary arbitrarily in the thickness direction. By using the numerical shooting method to solve the eigenvalue problem of the coupled ordinary differential equations with different boundary conditions, the natural frequen- cies of the FGM Timoshenko beams are obtained numerically. In a special case of the classical beam theory, a proportional transformation between the natural frequencies of the FGM and the reference homogenous beams is obtained by using the mathematical similarity between the mathematical formulations. This formula provides a simple and useful approach to evaluate the natural frequencies of the FGM beams without dealing with the tension-bending coupling problem. Approximately, this analogous transition can also be extended to predict the frequencies of the FGM Timoshenko beams. The numerical results obtained by the shooting method and those obtained by the analogous transformation are presented to show the effects of the material gradient, the slenderness ratio, and the boundary conditions on the natural frequencies in detail. The free vibration of functionally graded material (FGM) beams is studied based on both the classical and the first-order shear deformation beam theories. The equations of motion for the FGM beams are derived by considering the shear deforma- tion and the axial, transversal, rotational, and axial-rotational coupling inertia forces on the assumption that the material properties vary arbitrarily in the thickness direction. By using the numerical shooting method to solve the eigenvalue problem of the coupled ordinary differential equations with different boundary conditions, the natural frequen- cies of the FGM Timoshenko beams are obtained numerically. In a special case of the classical beam theory, a proportional transformation between the natural frequencies of the FGM and the reference homogenous beams is obtained by using the mathematical similarity between the mathematical formulations. This formula provides a simple and useful approach to evaluate the natural frequencies of the FGM beams without dealing with the tension-bending coupling problem. Approximately, this analogous transition can also be extended to predict the frequencies of the FGM Timoshenko beams. The numerical results obtained by the shooting method and those obtained by the analogous transformation are presented to show the effects of the material gradient, the slenderness ratio, and the boundary conditions on the natural frequencies in detail.
出处 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2014年第5期591-606,共16页 应用数学和力学(英文版)
基金 Project supported by the National Natural Science Foundation of China(No.11272278)
关键词 functionally graded material (FGM) Timoshenko beam free vibration shooting method analogous transformation functionally graded material (FGM), Timoshenko beam, free vibration,shooting method, analogous transformation
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参考文献18

  • 1simsek, M. Vibration analysis of a functionally graded beam under moving mass by using differentbeam theories. Composite Structure, 92,904-917 (2010).
  • 2Ma, L. S. and Lee, D. W. A further discussion of nonlinear mechanical behaviour for FGM beamsunder in-plane thermal loading. Composite Structures, 93, 831-842 (2011).
  • 3Li, S. R. and Batra, R. C. Thermal buckling and post-buckling of Euler-Bernoulli beams supportedon nonlinear elastic foundations. AIAA Journal, 45(3)., 711-720 (2007).
  • 4Zhong, Z. and Yu, T. Analytical solution of cantilever functionally graded beam. Composite Sci-ence and Technology, 67, 481-488 (2007).
  • 5Yang, J. and Chen, Y. Free vibration and buckling analysis of functionally graded beams withedge cracks. Composite Structures, 93, 48-60 (2011).
  • 6Sankar, B. V. An elasticity solution for functionally graded beams. Composites Science and Tech-nology, 61, 689-696 (2001).
  • 7Huang, Y. and Li, X. F. A new approach for free vibration of axially functionally graded beamswith non-uniform cross-section. Journal of Sound and Vibration, 329, 2291-2303 (2010).
  • 8simsek, M. FYindamental frequency analysis of functionally graded beams by using different higher-order beam theories. Nuclear Engineering and Design, 240, 697-705 (2010).
  • 9Mahi, A., Adda Bedia, E. A., Tounsi, A., and Mechab, I. An analytical method for temperature-dependent free vibration analysis of functionally graded beams with general boundary conditions.Composite Structure, 92, 1877-1887 (2010).
  • 10simsek, M. and Kocatiirk, T. Free and forced vibration of a functionally graded beam subjectedto a concentrated moving harmonic load. Composite Structures, 90, 465-473 (2009).

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