Title of article
Non-linear vibration of initially stressed plates with initial imperfections
Author/Authors
Chen، نويسنده , , Chun-Sheng and Cheng، نويسنده , , Wei-Seng and Tan، نويسنده , , An-Hung، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2005
Pages
13
From page
33
To page
45
Abstract
Non-linear partial differential equations of vibration for isotropic plates having initial imperfection are derived. The derivation based on the classical plate theory aims to describe non-linear vibration of imperfect plates in a general state of arbitrary initial stresses. Galerkin method is used to reduce the non-linear partial differential equations to ordinary non-linear differential equations. Runge-Kutta method is used to obtain the non-linear and linear frequencies of vibration. A numerical example is presented to discuss the performances of perfect and imperfect plates. The initial stress is taken to be a combination of pure bending stress plus an extension stress in the plane of the plate. It is found that the existence of initial vibration amplitude, initial stress and geometric imperfect may result in a drastic change on the non-linear vibration behavior. The effects of various parameters on the non-linear free vibrations are discussed.
Keywords
Non-linear vibration , Initial stress , Imperfection
Journal title
Thin-Walled Structures
Serial Year
2005
Journal title
Thin-Walled Structures
Record number
1492028
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