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Behavior of Viscoelastic Plates in Bending
Solutions of the fundamental equation for linear viscoelastic plates in bending are obtained by use of the Laplace transformation. The quasistatic deflection under various lateral loadings and the dynamic response under no load are presented. Specific problems worked out include (a) the Kelvin and Maxwell type plates under proportional loading, (b) a rectangular Maxwell plate under a moving load, and (c) free vibrations of rectangular Maxwell and Kelvirt type plates.
Behavior of Viscoelastic Plates in Bending
Solutions of the fundamental equation for linear viscoelastic plates in bending are obtained by use of the Laplace transformation. The quasistatic deflection under various lateral loadings and the dynamic response under no load are presented. Specific problems worked out include (a) the Kelvin and Maxwell type plates under proportional loading, (b) a rectangular Maxwell plate under a moving load, and (c) free vibrations of rectangular Maxwell and Kelvirt type plates.
Behavior of Viscoelastic Plates in Bending
Mase, George E. (author)
Transactions of the American Society of Civil Engineers ; 126 ; 1569-1582
2021-01-01
141961-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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