An element-free analysis of CNT-reinforced composite plates with column supports and elastically restrained edges under large deformation

被引:58
作者
Zhang, L. W. [1 ,2 ]
Liew, K. M. [2 ,3 ]
Jiang, Z. [4 ,5 ]
机构
[1] Shanghai Ocean Univ, Coll Informat Sci & Technol, Shanghai 201306, Peoples R China
[2] City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Hong Kong, Peoples R China
[3] City Univ Hong Kong, Shenzhen Res Inst Bldg,Shenzhen Hitech Ind Pk, Shenzhen, Peoples R China
[4] Shanghai Ocean Univ, Coll Marine Sci, Shanghai 201306, Peoples R China
[5] Shanghai Engn Res Ctr Hadal Sci & Technol, Shanghai 201306, Peoples R China
基金
中国国家自然科学基金;
关键词
Plates; Elasticity; Numerical analysis; FREE-VIBRATION ANALYSIS; RECTANGULAR MINDLIN PLATES; WALLED CARBON NANOTUBES; VARIABLE THICKNESS; LAMINATED PLATES; NODAL INTEGRATION; INTERNAL COLUMNS; RITZ METHOD; DQM; ROTATION;
D O I
10.1016/j.compositesb.2016.03.078
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a geometrically nonlinear analysis of carbon nanotube (CNT) reinforced functionally graded composite plates with elastically restrained edges and internal supports. The plate considered is of thin-to-moderate thickness undergoing large deflection; hence, the first-order shear deformation theory (FSDT) and von Karman assumption are adopted. The governing equation to this problem is derived through the IMLS-Ritz method. The CNT-reinforced composite plates considered are: (i) uniformly distributed; and (ii) functionally graded distributions of CNT reinforcement, in which the material properties of CNT-reinforced composite plates are functionally graded in the thickness direction. Several example problems with different types of internal supports and elastic edge restraints are studied. Results for isotropic cases are presented for the purpose of possible verification of the published solutions reported in the literature. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:18 / 28
页数:11
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