Behavior of Viscoelastic Plates in Bendingby G.E. Mase,
Serial Information: Journal of the Engineering Mechanics Division, 1960, Vol. 86, Issue 3, Pg. 25-40
Document Type: Journal Paper
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 | Bending (structural) | Viscoelasticity | Displacement (mechanics) | Lateral loads | Maximum loads | Elastic analysis | Laplace transform
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