Structural Engineering and Mechanics

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Vibration of sandwich plates considering elastic foundation, temperature change and FGM faces

  • Mohammadzadeh, Behzad (Department of Landscape Architecture and Rural System Engineering, Seoul National University) ;
  • Choi, Eunsoo (Department of Civil Engineering, Hongik University) ;
  • Kim, Dongkyun (Department of Civil Engineering, Hongik University)
  • Received : 2018.11.14
  • Accepted : 2019.03.11
  • Published : 2019.06.10
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Abstract

This study presents a comprehensive nonlinear dynamic approach to investigate the linear and nonlinear vibration of sandwich plates fabricated from functionally graded materials (FGMs) resting on an elastic foundation. Higher-order shear deformation theory and Hamilton's principle are employed to obtain governing equations. The Runge-Kutta method is employed together with the commercially available mathematical software MAPLE 14 to solve the set of nonlinear dynamic governing equations. Method validity is evaluated by comparing the results of this study and those of previous research. Good agreement is achieved. The effects of temperature change on frequencies are investigated considering various temperatures and various volume fraction index values, N. As the temperature increased, the plate frequency decreased, whereas with increasing N, the plate frequency increased. The effects of the side-to-thickness ratio, c/h, on natural frequencies were investigated. With increasing c/h, the frequencies increased nonlinearly. The effects of foundation stiffness on nonlinear vibration of the sandwich plate were also studied. Backbone curves presenting the variation of maximum displacement with respect to plate frequency are presented to provide insight into the nonlinear vibration and dynamic behavior of FGM sandwich plates.

Keywords

Acknowledgement

Supported by : National Research Foundation of Korea (NRF)

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