TECHNICAL NOTES
Feb 1, 1995
Beam on Viscoelastic Foundation and Layered Beam
Authors: Yung-Hsiang Chen and Jau-Tsann SheuAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 121, Issue 2
Abstract
The studies of the free vibration, dynamic response, and static buckling of a layered beam are presented. This layered beam is composed of two identical parallel beams with a viscoelastic-material layer in between. The boundary conditions of these two parallel beams (called the upper and lower beams in the present paper) can be different. The dynamic shape functions and the dynamic-stiffness matrix of such a layered beam are established directly based on the theory of an axially loaded damped Timoshenko beam on a viscoelastic foundation by superposition scheme. The dynamic interactions between these two parallel beams and the viscoelastic layer of a layered beam are emphasized. A simple layered-beam example is included for demonstrations and discussions.
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Reference
1.
Chen, Y. H., and Sheu, J. T.(1993). “Axially-loaded damped Timoshenko beam on viscoelastic foundation.”Int. J. Numerical Methods in Engrg., 36(6), 1013–1027.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Feb 1, 1995
Published in print: Feb 1995
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Yung-Hsiang Chen
Prof. of Civ. Engrg. and Naval Arch., Nat. Taiwan Univ., Taipei, Taiwan, R.O.C.
Jau-Tsann Sheu
Assoc. Sci., Chung-Shan Inst. of Sci. and Technol., Lung-Tan, Taiwan, R.O.C.
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