Assessment of Radial basis function based meshfree method for the buckling analysis of rectangular FGM plate using HSDT and Strong form formulation

被引:3
|
作者
Kumar, Rahul [1 ]
Singh, Mukesh [2 ]
Kumar, Chandan [3 ]
Damania, Jay [1 ]
Singh, Jigyasa [4 ]
Singh, Jeeoot [4 ]
机构
[1] Sardar Vallabhbhai Natl Inst Technol, Dept Mech Engn, Surat 395007, India
[2] BIT Mesra, Dept Mech Engn, Off campus, Patna 80014, India
[3] GLA Univ, Inst Business Management, Mathura 281406, India
[4] MMMUT, Dept Mech Engn, Gorakhpur 273010, India
来源
关键词
Rectangular plate; FGM; RBF; Meshfree; Buckling; SHEAR DEFORMATION-THEORY; FREE-VIBRATION ANALYSIS; LAMINATED COMPOSITE PLATES; DATA APPROXIMATION SCHEME; CIRCULAR GRAPHENE SHEET; BERNOULLI NANO-BEAMS; SANDWICH PLATES; GRADED PLATES; BENDING ANALYSIS; THERMOMECHANICAL VIBRATION;
D O I
10.22059/jcamech.2022.342228.716
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
An effort has been made in modifying the radial distances of existing radial basis functions (RBFs) for the buckling analysis of functionally graded material (FGM) rectangular plates. The governing differential equations (GDE's) and boundary conditions are developed by employing the energy principle. The novelty of the present modified RBFs is that they are suitable for analyzing plates with varying aspect ratios. In the present analysis, thirteen different RBFs available in the literature are analyzed. It is found that all RBFs are well suited for buckling analysis of FGM plates with a different aspect ratio which was not possible with existing RBFs. Existing RBFs were suitable for analyzing square plates. To demonstrate the accuracy and efficiency of the present method, results are obtained for the buckling load parameters with modified radial distances for different aspect ratios. The results of several numerical examples have shown that the present modified RBF-based meshfree methods are well suited and accurate for analyzing rectangular plates. The effect of aspect ratio with grading index , span to thickness ratio on the normalized critical buckling load is discussed.
引用
收藏
页码:332 / 347
页数:16
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