On the dynamics of FG-GPLRC sandwich cylinders based on an unconstrained higher-order theory

被引:50
作者
Eyvazian, Arameh [1 ]
Sebaey, Tamer A. [2 ,3 ]
Zur, Krzysztof Kamil [4 ]
Khan, Afrasyab [5 ]
Zhang, Hexin [6 ]
Wong, Simon H. F. [7 ]
机构
[1] Politecn Milano Tech Univ, Dept Mech Engn, Via Masa 1, I-20156 Milan, Italy
[2] Prince Sultan Univ, Engn Management Dept Coll Engn, Riyadh, Saudi Arabia
[3] Zagazig Univ, Mech Design & Prod Dept Fac Engn, POB 44519, Zagazig, Sharkia, Egypt
[4] Bialystok Tech Univ, Fac Mech Engn, PL-15351 Bialystok, Poland
[5] South Ural State Univ, Inst Engn & Technol, Dept Hydraul & Hydraul & Pneumat Syst, Lenin Prospect 76, Chelyabinsk 454080, Russia
[6] Edinburgh Napier Univ, Sch Engn & Built Environm, 10 Colinton Rd, Edinburgh EH10 5DT, Midlothian, Scotland
[7] Technol Higher Educ Inst Hong Kong, Dept Construct Technol & Engn, 20A Tsing Yi Rd, Hong Kong, Peoples R China
关键词
Frequency analysis; Graphene platelets; Sandwich cylindrical shell; Elastic foundation; Unconstrained higher-order plate theory (UCHOT); FREE-VIBRATION ANALYSIS; REINFORCED COMPOSITE BEAM; LAMINATED COMPOSITE; MECHANICAL-PROPERTIES; NONLINEAR VIBRATION; GRAPHENE PLATELETS; CYLINDRICAL-SHELLS; BUCKLING ANALYSIS; STABILITY; BEHAVIOR;
D O I
10.1016/j.compstruct.2021.113879
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In the present paper, a novel unconstrained higher-order theory (UCHOT) is applied to analyse the free vibration of cylindrical sandwich shells with nanocomposite face sheets reinforced with graphene platelets. UCHOT considers the shear and thickness deformations. It is assumed that the cylinder includes a soft core which embedded between functionally graded graphene platelets reinforced composites (FG-GPLRC). FG-GPLRC face sheet consists of several laminas that the GPL weight fraction is modified layer to layer based on the various functionally graded (FG) patterns. The Winkler-Pasternak elastic foundation is located at the inner surface of the shell. Highly coupled motion equations are solved by a semi-analytical approach. This approach is blended of the generalized differential quadrature and trigonometric expansion (TE-GDQ) methods. Solving the obtained eigenvalue problem, corresponding frequencies to the cylindrical sandwich shell are achieved. In the results part, comparison studies are carried out to indicate the validity and performance of the selected theory and solution method. Afterward, some parametric results are demonstrated to investigate the impacts of shell theory order, geometrical parameters, FG model, elastic foundation parameters, and boundary conditions on the frequency response of the mentioned structure.
引用
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页数:12
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