Behavior of Viscoelastic Plates in Bending

by George E. Mase,

Serial Information: Transactions of the American Society of Civil Engineers, 1961, Vol. 126, Issue 1, Pg. 1569-1582

Document Type: Journal Paper

Discussion: Zienkiewicz O. C. (See full record)
Closure: (See full record)

Abstract: Solutions of fundamental equation by use of Laplace transformation; quasi-static deflection of laterally loaded plates is obtained in terms of associated elastic deflection of similar plate; dynamic response of simply supported rectangular plates under no load; inertia forces due to deflection are taken into account and free vibrations of Maxwell and Kelvin type plate are given; simplifications in case of incompressible plate material.

Subject Headings: Plates | Displacement (mechanics) | Lateral loads | Maximum loads | Laplace transform | Elastic analysis |

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