A homogenization procedure for geometrically non-linear free vibration analysis of functionally graded annular plates with porosities, resting on elastic foundations

被引:23
|
作者
Boutahar, Lhoucine [1 ]
El Bikri, Khalid [1 ]
Benamar, Rhali [2 ]
机构
[1] Univ Mohammed 5, Ecole Normale Super Enseignement Tech Rabat, Dept Genie Mecan, Rabat Inst,LaMIPI, BP 6207, Rabat 10100, Morocco
[2] Univ Mohammed 5, Ecole Mohammadia Ingn, LERSIM, Av Ibn Sina, Rabat, Morocco
关键词
Non-linear vibration; Annular plate; Functionally Graded Material (FGM); Porosities; Homogenization procedure; Elastic foundations; 3-DIMENSIONAL FREE-VIBRATION; EXPLICIT ANALYTICAL SOLUTION; AXISYMMETRICAL MODE SHAPES; ISOTROPIC CIRCULAR PLATES; FINITE-ELEMENT-METHOD; HIGHER-ORDER SHEAR; NATURAL FREQUENCIES; RECTANGULAR-PLATES; PART II; COUPLED TRANSVERSE;
D O I
10.1016/j.asej.2015.11.016
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Some Functionally Graded Materials contain pores due to the result of processing; this influences their elastic and mechanical properties. Therefore, it may be very useful to examine the vibration behavior of thin Functionally Graded Annular Plates Clamped at both edges including porosities. In the present study, the rule of mixture is modified to take into account the effect of porosity and to approximate the material properties assumed to be graded in the thickness direction of the examined annular plate. A semi-analytical model based on Hamilton's principle and spectral analysis is adopted using a homogenization procedure to reduce the problem under consideration to that of an equivalent isotropic homogeneous annular plate. The problem is solved by a numerical iterative method. The effects of porosity, material property, and elastic foundations characteristics on the CCFGAP axisymmetric large deflection response are presented and discussed in detail. (C) 2016 Faculty of Engineering, Ain Shams University. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:313 / 333
页数:21
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