Three-dimensional free vibration analysis of functionally graded piezoelectric annular plates on elastic foundations

被引:40
|
作者
Yas, M. H. [1 ,2 ]
Jodaei, A. [3 ]
Irandoust, S. [4 ]
Aghdam, M. Nasiri [5 ]
机构
[1] Razi Univ, Dept Mech Engn, Kermanshah, Iran
[2] Amirkabir Univ Technol, Ctr Excellence Smart Struct & Dynam Syst, Tehran, Iran
[3] Islamic Azad Univ, Sci & Res Branch, Tehran, Iran
[4] Sharif Univ Technol, Dept Civil Engn, Tehran, Iran
[5] Shahid Beheshti Univ, Tehran, Iran
关键词
Free vibration; Functionally graded piezoelectric material; Annular plate; Elastic foundation; State-space; Differential quadrature method; DIFFERENTIAL QUADRATURE; CIRCULAR PLATES; VARIABLE THICKNESS; WINKLER FOUNDATION; STATIC ANALYSIS; RITZ METHOD; CANTILEVER; BEAM;
D O I
10.1007/s11012-011-9525-y
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Three-dimensional free vibration analysis of functionally graded piezoelectric (FGPM) annular plates resting on Pasternak foundations with different boundary conditions is presented. The material properties are assumed to have an exponent-law variation along the thickness. A semi-analytical approach which makes use of state-space method in thickness direction and one-dimensional differential quadrature method in radial direction is utilized to obtain the influences of the Winkler and shearing layer elastic coefficients of the foundations on the non-dimensional natural frequencies of functionally graded piezoelectric annular plates. The analytical solution in the thickness direction can be acquired using the state-space method and approximate solution in the radial direction can be obtained using the one-dimensional differential quadrature method. Numerical results are given to demonstrate the convergency and accuracy of the present method. The influences of the material property graded index, circumferential wave number and thickness of the annular plate on the dynamic behavior are also investigated. Since three-dimensional free vibration analysis of FGPM annular plates on elastic foundations has not been implemented before, the new results can be used as benchmark solutions for future researches.
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页码:1401 / 1423
页数:23
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