Free vibration of thick composite plates on non-homogeneous elastic foundations by dynamic stiffness method

Authors

  • Nguyen Manh Cuong Trường Đại học Bách Khoa
  • Tran Ich Thinh Trường đại học Bách Khoa
  • Ta Thi Hien Truong Dai hoc Giao thong van tai Ha Noi
  • Dinh Gia Ninh Trường Đại học Bách Khoa

DOI:

https://doi.org/10.15625/0866-7136/35/4/2818

Keywords:

Vibration of thick composite plate, continuous element method, dynamic stiffness matrix, Pasternak foundation, non-homogenous foundation

Abstract

This research presents a new model for vibration analysis of thick laminated plates on a non-homogeneous elastic foundation by the Dynamic Stiffness Method(DSM). The non-homogeneous foundation consists of multi-segment Winkler-type and Pasternak-type elastic foundation. The Dynamic Stiffness Matrices using the First ShearDeformation Theory (FSDT) are constructed for cross-ply thick composite plates. A computer program is written using the present formulation for calculating natural frequencies and harmonic response of composite plates subjected to various types of boundary conditions. Numerical results are validated by comparison with available results in the literature and with Finite Element Method (FEM). Different test cases make evidence the advantages of the present model: higher precision, less data storage, less computing time and studied frequency range extended.

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Author Biography

Ta Thi Hien, Truong Dai hoc Giao thong van tai Ha Noi

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Published

22-11-2013

How to Cite

Cuong, N. M., Thinh, T. I., Hien, T. T., & Ninh, D. G. (2013). Free vibration of thick composite plates on non-homogeneous elastic foundations by dynamic stiffness method. Vietnam Journal of Mechanics, 35(4), 257–274. https://doi.org/10.15625/0866-7136/35/4/2818

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