Bending of Plates on Thin Elastomeric Foundations

被引：27

作者：

Dillard, D. A. ^{[1
]}

机构：

[1] Virginia Polytech Inst & State Univ, Dept Engn Sci & Mech, Blacksburg, VA 24061 USA

来源：

JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1989年 / 56卷 / 02期

关键词：

D O I：

10.1115/1.3176093

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Closed-form and series solutions are presented for the bending of plates bonded to a thin elastomeric foundation which is in turn bonded to a rigid substrate. The standard fourth-order governing differential equation of a classical Winkler elastic foundation becomes a sixth-order equation for the case of an incompressible foundation. Oscillation decay rates are shown to be significantly different from those of the Winkler solution due to the incompressibility of the elastomer.

引用

页码：382 / 386

页数：5

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