Zheng Xiao-ping, Wang Shang-wen, Chen Bai-ping. General Solution for Dynamical Problem of Infinite Beam on an Elastic Foundation[J]. Applied Mathematics and Mechanics, 1991, 12(7): 593-597.
Citation: Zheng Xiao-ping, Wang Shang-wen, Chen Bai-ping. General Solution for Dynamical Problem of Infinite Beam on an Elastic Foundation[J]. Applied Mathematics and Mechanics, 1991, 12(7): 593-597.

General Solution for Dynamical Problem of Infinite Beam on an Elastic Foundation

  • Received Date: 1990-07-11
  • Publish Date: 1991-07-15
  • Based on the theory of Eider-Bernoulli beam and Winkler assumption for elastic foundation, a mathematical model is presented. By using Fourier transformation for space variable, Laplace transformation for time variable and convolution theorem for their inverse transformations, a general solution for dynamical problem of infinite beam on an elastic foundation is obtained. Finally, the cases of free vibration,impulsive response and moving load are also discussed.
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  • [1]
    Timoshenko,S.P.,Statical and dynamical stress in rails,Proc.Intern.Congr.Appl.Mech.,Zurich(1926),407-418.
    [2]
    Kenney,J.T.,Steady-state vibrations of beam on elastic foundation for moving load,J.Appl.Mech.,21,4(1954),359-364.
    [3]
    Saito,H.and T.Murakami,Vibrations of an infinite beam on an elastic foundation withconsideration of mass of a foundation,Japanese Soc.of Mech.Eng.,12(1969),200-205.
    [4]
    Fryba,L.,Infinite Beam on an elastic foundation subjected to a moving load,AplikaceMatematiky,2,2(1957),105-132.
    [5]
    I.N.史奈登,《富利叶变换》,科学出版社,北京(1958).
    [6]
    Fryba,L.,Vibration of Solids and Structures under Moving Loads,Academia Publishing House of the Czechoslovak(1971).
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