Research Article
Jan 1961
Behavior of Viscoelastic Plates in Bending
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 1
Abstract
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.
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Published In
Transactions of the American Society of Civil Engineers
Volume 126 • Issue 1 • January 1961
Pages: 1569 - 1582
Copyright
© 1961 American Society of Civil Engineers.
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Published in print: Jan 1961
Published online: Feb 10, 2021
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Authors
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George E. Mase
Asst. Prof. of Applied Mechanics, Michigan State Univ., East Lansing, Mich.
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