Accurate Backbone Curves for a Modified-Duffing Equation for Vibrations of Imperfect Structures With Viscous DampingSource: Journal of Vibration and Acoustics:;1990:;volume( 112 ):;issue: 003::page 304Author:D. Hui
DOI: 10.1115/1.2930509Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper deals with the Runge-Kutta numerical solution of the modified-Duffing ordinary differential equation with viscous damping. Accurate backbone curves for the finite-amplitude vibrations of geometrically imperfect rectangular plates and shallow spherical shells are presented. For a structure with a sufficiently large initial imperfection, the well-known soft-spring nature of the backbone curve is confirmed for small vibration amplitude. However, for large vibration amplitude, the backbone curves tend to exhibit the usual hard-spring behavior. The predominantly “inward” deflection response (as viewed from the center of curvature) of an imperfect system is found for undamped systems, but this is not necessarily true for a viscously damped structure. Both the initial-deflection and initial-velocity problems are examined.
keyword(s): Damping , Vibration , Equations , Springs , Deflection , Differential equations , Plates (structures) AND Shallow spherical shells ,
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| contributor author | D. Hui | |
| date accessioned | 2017-05-08T23:34:13Z | |
| date available | 2017-05-08T23:34:13Z | |
| date copyright | July, 1990 | |
| date issued | 1990 | |
| identifier issn | 1048-9002 | |
| identifier other | JVACEK-28793#304_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/107829 | |
| description abstract | This paper deals with the Runge-Kutta numerical solution of the modified-Duffing ordinary differential equation with viscous damping. Accurate backbone curves for the finite-amplitude vibrations of geometrically imperfect rectangular plates and shallow spherical shells are presented. For a structure with a sufficiently large initial imperfection, the well-known soft-spring nature of the backbone curve is confirmed for small vibration amplitude. However, for large vibration amplitude, the backbone curves tend to exhibit the usual hard-spring behavior. The predominantly “inward” deflection response (as viewed from the center of curvature) of an imperfect system is found for undamped systems, but this is not necessarily true for a viscously damped structure. Both the initial-deflection and initial-velocity problems are examined. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Accurate Backbone Curves for a Modified-Duffing Equation for Vibrations of Imperfect Structures With Viscous Damping | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 3 | |
| journal title | Journal of Vibration and Acoustics | |
| identifier doi | 10.1115/1.2930509 | |
| journal fristpage | 304 | |
| journal lastpage | 311 | |
| identifier eissn | 1528-8927 | |
| keywords | Damping | |
| keywords | Vibration | |
| keywords | Equations | |
| keywords | Springs | |
| keywords | Deflection | |
| keywords | Differential equations | |
| keywords | Plates (structures) AND Shallow spherical shells | |
| tree | Journal of Vibration and Acoustics:;1990:;volume( 112 ):;issue: 003 | |
| contenttype | Fulltext |