Research Article
Apr 1966
Waves in a Smoothly Jointed Plate and Half-Space
Publication: Journal of the Engineering Mechanics Division
Volume 92, Issue 2
Abstract
Propagating dilatational and distortional disturbances in a half-space, generate wave motion in a plate that covers the half space. The motion of the plate is described by the Bernoulli-Euler-Kirchhoff theory. The half-space (subgrade) is homogeneous, isotropic and linearly elastic. Plate and subgrade are in smooth contact and thus only normal disturbances are transmitted at the plate subgrade interface. The response of the plate to plane dilatational and distortional waves is examined. Explicit expressions are derived for the plate deflection, the bending moment, and the reflection coefficients. Several special cases such as normal incidence, grazing incidence, and wave incidence—for which the plate effect vanishes—are examined. Diagrams show the deflection and the bending moment as functions of the angle of emergence, the frequency, and the plate-subgrade parameters. The modifications of the equations, if a perfect bond between plate and half-space is assumed, are examined briefly.
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Published In
Journal of the Engineering Mechanics Division
Volume 92 • Issue 2 • April 1966
Pages: 113 - 129
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Apr 1966
Published online: Feb 3, 2021
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Authors
Affiliations
Jan D. Achenbach
Asst. Prof., Dept. of Civ. Engrg., The Teclmological Inst., Northwestern Univ., Evanston, Ill.
Satya P. Keshava
Graduate Student, Dept. of Civ. Engrg., The Technological Inst., Northwestern Univ., Evanston, Ill.
George Herrmann, M.ASCE
Prof. of Civ. Engrg., The Technological Inst., Northwestern Univ. Evanston, Ill.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.