An Edge-Based Smoothed Finite Element for Free Vibration Analysis of Functionally Graded Porous (FGP) Plates on Elastic Foundation Taking into Mass (EFTIM)

被引:28
|
作者
Tran, Trung Thanh [1 ]
Pham, Quoc-Hoa [2 ,3 ]
Nguyen-Thoi, Trung [2 ,3 ]
机构
[1] Le Quy Don Tech Univ, Dept Mech, Hanoi, Vietnam
[2] Ton Duc Thang Univ, Inst Computat Sci, Div Computat Math & Engn, Ho Chi Minh City, Vietnam
[3] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
关键词
DIFFERENTIAL QUADRATURE METHOD; METHOD ES-FEM; MINDLIN PLATES; RECTANGULAR-PLATES; FORCED VIBRATION; DYNAMIC-ANALYSIS; THICK PLATES; FORMULATION; POROSITY; SHELLS;
D O I
10.1155/2020/8278743
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, free vibration analysis of the functionally graded porous (FGP) plates on the elastic foundation taking into mass (EFTIM) is presented. The fundamental equations of the FGP plate are derived using Hamilton's principle. The mixed interpolation of the tensorial components (MITC) approach and the edge-based smoothed finite element method (ES-FEM) is employed to avoid the shear locking as well as to improve the accuracy for the triangular element. The EFTIM is a foundation model based on the two-parameter Winkler-Pasternak model but added a mass parameter of foundation. Materials of the plate are FGP with a power-law distribution and maximum porosity distributions in the forms of cosine functions. Some numerical examples are examined to demonstrate the accuracy and reliability of the proposed method in comparison with those available in the literature.
引用
收藏
页数:17
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