Buckling of carbon nanotube reinforced composite plates supported by Kerr foundation using Hamilton's energy principle

被引：61
作者：
Boulal, Ammar [1 ]
Bensattalah, Tayeb [2 ,3 ]
Karas, Abdelkader [2 ]
Zidour, Mohamed [2 ,3 ]
Heireche, Houari [1 ]
Bedia, E. A. Adda [4 ]
机构：
[1] Univ Djillali Liabes Sidi Bel Abbes, Fac Sci Exactes, Dept Phys, Lab Modelisat & Simulat Multiechaelle, Sidi Bel Abbes, Algeria
[2] Univ Ibn Khaldoun, BP 78 Zaaroura, Tiaret 14000, Algeria
[3] IbnKhaldoun Univ Tiaret, Lab Geomat & Sustainable Dev, Tiaret, Algeria
[4] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
来源：
STRUCTURAL ENGINEERING AND MECHANICS | 2020年 / 73卷 / 02期
关键词：
buckling; plate; Kerr foundation; reinforcement material; nanotube of carbon; volume fraction; SHEAR DEFORMATION-THEORY; FREE-VIBRATION ANALYSIS; FUNCTIONALLY GRADED PLATES; SANDWICH PLATES; WAVE-PROPAGATION; MOLECULAR-DYNAMICS; NONLINEAR-ANALYSIS; ELASTIC PROPERTIES; BENDING ANALYSIS; MESHLESS METHOD;
D O I：
10.12989/sem.2020.73.2.209
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper investigates the buckling behavior of carbon nanotube-reinforced composite plates supported by Kerr foundation model. In this foundation elastic of Kerr consisting of two spring layers interconnected by a shearing layer. The plates are reinforced by single-walled carbon nanotubes with four types of distributions of uniaxially aligned reinforcement material. The analytical equations are derived and the exact solutions for buckling analyses of such type's plates are obtained. The mathematical models provided, and the present solutions are numerically validated by comparison with some available results in the literature. Effect of various reinforced plates parameters such as aspect ratios, volume fraction, types of reinforcement, parameters constant factors of Kerr foundation and plate thickness on the buckling analyses of carbon nanotube-reinforced composite plates are studied and discussed.
引用
收藏
页码：209 / 223
页数：15
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