Nonlinear free vibration analysis of multi-directional functionally graded porous sandwich plates

被引:8
|
作者
Nguyen, Van-Chinh [1 ]
Tran, Huu-Quoc [2 ,3 ]
Tran, Minh-Tu [2 ,3 ]
机构
[1] Le Quy Don Tech Univ, Fac Mech Engn, Hanoi, Vietnam
[2] Ha Noi Univ Civil Engn, 55 Giai Phong Rd, Hanoi, Vietnam
[3] Ha Noi Univ Civil Engn, Frontier Res Grp Mech Adv Mat & Struct MAMS, 55 Giai Phong Rd, Hanoi, Vietnam
关键词
Nonlinear free vibration; Higher-oder FEM; FGM sandwich plate; Porous material; HIGHER-ORDER SHEAR; DEFORMATION-THEORY; BUCKLING ANALYSIS; FGM PLATES; DYNAMIC-ANALYSIS; CIRCULAR PLATES; FACE SHEETS; BEHAVIOR; FOUNDATION; POROSITIES;
D O I
10.1016/j.tws.2024.112204
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Multi-directional functionally graded materials (MFGMs) have attracted significant research attention due to their advantages over one-directional FGMs. In MFGM structures, material properties can be tailored to grade in the required direction, overcoming practical problems like excessive temperature gradients or extreme deflections. This paper aims to investigate the nonlinear free vibration of MFG porous sandwich plates to improve their application in sandwich structures. The two outer layers of the plates are composed of three-directional functionally graded material (3D-FGM), with a bi-directional functionally graded material (2D-FGM) core layer. Additionally, the porosity distribution within the material matrix is assumed to be either even or uneven across the plate thickness. A higher-order finite element model based on Shi's plate theory and the von Ka<acute accent>rma<acute accent>n assumption is developed. The nonlinear free vibration frequencies are determined through the maximum vibrational amplitude using an iterative algorithm with a displacement control strategy. The accuracy and effectiveness of the proposed model are demonstrated through a comparison with published data. The results show that the vibration response is significantly influenced by various parameters. Specifically, increasing the material gradient indexes in the thickness direction enhances the frequency ratio, while increasing the gradient indexes in the length and width directions reduces it. Higher porosity coefficients in the core layer decrease the frequency ratio, whereas higher pore coefficients in the outer layers increase it. The additional knowledge gained from this study can help with future analysis and design procedures related to the nonlinear responses of these complex structures.
引用
收藏
页数:16
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