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


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 | Viscoelasticity | Bending (structural) | Maximum loads | Laplace transform | Elastic analysis

Services: Buy this book/Buy this article


Return to search