Response of a Beam on a Highly Elastic Foundation

作者: Andrew J. Hull

DOI: 10.21236/ADA482640

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摘要: Abstract : This report develops and analyzes the equations of motion an infinite Euler-Bernoulli beam that is in contact with a set periodic support beams. The beams are modeled as their transverse directions using wave equation axial directions. new formulation allows models to admit propagation so dynamic effects long foundation can be understood. Three different loading cases analyzed results discussed.

参考文章(7)
Karl F. Graff, Wave Motion in Elastic Solids ,(1975)
P.M. BELOTSERKOVSKIY, PERIODIC STRING RESPONSE TO AN IMPACT AND A SUDDENLY APPLIED CONCENTRATED STATIONARY FORCE Journal of Sound and Vibration. ,vol. 228, pp. 51- 68 ,(1999) , 10.1006/JSVI.1999.2402
Andrew J. Hull, Dynamic response of an elastic plate containing periodic masses Journal of Sound and Vibration. ,vol. 310, pp. 1- 20 ,(2008) , 10.1016/J.JSV.2007.03.085
D.J. Mead, Y. Yaman, The response of infinite periodic beams to point harmonic forces: A flexural wave analysis Journal of Sound and Vibration. ,vol. 144, pp. 507- 529 ,(1991) , 10.1016/0022-460X(91)90565-2
D.J. Mead, K.K. Pujara, Space-harmonic analysis of periodically supported beams: response to convected random loading Journal of Sound and Vibration. ,vol. 14, pp. 525- 541 ,(1971) , 10.1016/0022-460X(71)90579-7
Rickard C. Loftman, Donald B. Bliss, Scattering from fluid-loaded cylindrical shell with periodic circumferential constraints using analytical/numerical matching Journal of the Acoustical Society of America. ,vol. 106, pp. 1271- 1283 ,(1995) , 10.1121/1.411540