Free vibration and mechanical buckling of plates with in-plane material inhomogeneity - A three dimensional consistent approach

被引:58
作者
Xiang, Tingsong [1 ]
Natarajan, Sundararajan [2 ]
Man, Hou [1 ]
Song, Chongmin [1 ]
Gao, Wei [1 ]
机构
[1] Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW, Australia
[2] Indian Inst Technol, Dept Mech Engn, Madras 600036, Tamil Nadu, India
关键词
Vibration; Buckling; Scaled boundary finite element method; Functionally graded material; In-plane material inhomogeneity; FUNCTIONALLY GRADED PLATES; SHEAR DEFORMATION-THEORY; FINITE-ELEMENT-ANALYSIS; NATURAL FREQUENCIES; ELASTICITY;
D O I
10.1016/j.compstruct.2014.07.043
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this article, we study the free vibration and the mechanical buckling of plates using a three dimensional consistent approach based on the scaled boundary finite element method. The in-plane dimensions of the plate are modeled by two-dimensional higher order spectral element. The solution through the thickness is expressed analytically with Pade expansion. The stiffness matrix is derived directly from the three dimensional solutions and by employing the spectral element, a diagonal mass matrix is obtained. The formulation does not require ad hoc shear correction factors and no numerical locking arises. The material properties are assumed to be temperature independent and graded only in the in-plane direction by a simple power law. The effective material properties are estimated using the rule of mixtures. The influence of the material gradient index, the boundary conditions and the geometry of the plate on the fundamental frequencies and critical buckling load are numerically investigated. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:634 / 642
页数:9
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