| contributor author | D. A. Dillard | |
| date accessioned | 2017-05-08T23:29:11Z | |
| date available | 2017-05-08T23:29:11Z | |
| date copyright | June, 1989 | |
| date issued | 1989 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26307#382_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/104966 | |
| description abstract | 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. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Bending of Plates on Thin Elastomeric Foundations | |
| type | Journal Paper | |
| journal volume | 56 | |
| journal issue | 2 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3176093 | |
| journal fristpage | 382 | |
| journal lastpage | 386 | |
| identifier eissn | 1528-9036 | |
| keywords | Plates (structures) | |
| keywords | Equations | |
| keywords | Oscillations | |
| keywords | Elastomers AND Differential equations | |
| tree | Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 002 | |
| contenttype | Fulltext | |
