Buckling and Post-buckling Behavior of Elliptical Plates: Part II—ResultsSource: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 004::page 989Author:Herzl Chai
DOI: 10.1115/1.2897672Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The large-deflection plate solution developed in Part I is used here to study the buckling and post-buckling deformation and stress characteristics of an elliptically-shaped surface layer that has been delaminated from a large material body. The economical, yet accurate nature of this solution, together with available graphic routines, has made it possible to present, figuratively, a comprehensive description of the plate behavior. The conditions for a layer-substrate overlap and the variations of membrane and bending stresses along the plate boundary are emphasized. Deformations were induced either by a normal pressure or a biaxial displacement field applied to the plate boundary. The problem variables are plate size and shape, details of load biaxiality, and load level.
keyword(s): Plates (structures) , Buckling , Stress , Deformation , Pressure , Bending (Stress) , Deflection , Displacement , Membranes AND Shapes ,
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| contributor author | Herzl Chai | |
| date accessioned | 2017-05-08T23:31:40Z | |
| date available | 2017-05-08T23:31:40Z | |
| date copyright | December, 1990 | |
| date issued | 1990 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26328#989_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/106361 | |
| description abstract | The large-deflection plate solution developed in Part I is used here to study the buckling and post-buckling deformation and stress characteristics of an elliptically-shaped surface layer that has been delaminated from a large material body. The economical, yet accurate nature of this solution, together with available graphic routines, has made it possible to present, figuratively, a comprehensive description of the plate behavior. The conditions for a layer-substrate overlap and the variations of membrane and bending stresses along the plate boundary are emphasized. Deformations were induced either by a normal pressure or a biaxial displacement field applied to the plate boundary. The problem variables are plate size and shape, details of load biaxiality, and load level. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Buckling and Post-buckling Behavior of Elliptical Plates: Part II—Results | |
| type | Journal Paper | |
| journal volume | 57 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.2897672 | |
| journal fristpage | 989 | |
| journal lastpage | 994 | |
| identifier eissn | 1528-9036 | |
| keywords | Plates (structures) | |
| keywords | Buckling | |
| keywords | Stress | |
| keywords | Deformation | |
| keywords | Pressure | |
| keywords | Bending (Stress) | |
| keywords | Deflection | |
| keywords | Displacement | |
| keywords | Membranes AND Shapes | |
| tree | Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 004 | |
| contenttype | Fulltext |