Influences of elastic foundations and thermal environments on the thermoelastic buckling of nanocomposite truncated conical shells

被引:18
|
作者
Avey, Mahmure [1 ,2 ,3 ]
Sofiyev, A. H. [1 ,4 ,5 ]
Kuruoglu, N. [6 ]
机构
[1] Istanbul Commerce Univ, Informat Technol Res & Applicat Ctr Member Consul, TR-34445 Istanbul, Turkey
[2] UNEC Azerbaijan State Econ Univ, Analyt Informat Resources Ctr, Baku 1001, Azerbaijan
[3] Usak Univ, Div Math, Grad Educ Inst, TR-64000 Usak, Turkey
[4] Suleyman Demirel Univ, Dept Civil Engn, Engn Fac, TR-32260 Isparta, Turkey
[5] UNEC Azerbaijan State Econ Univ, Sci Res Ctr Composit Mat, Baku 1001, Azerbaijan
[6] Istanbul Gelisim Univ, Fac Engn & Architecture, Dept Civil Engn, TR-34315 Istanbul, Turkey
关键词
CYLINDRICAL-SHELLS; SINGLE; STABILITY; PRESSURE;
D O I
10.1007/s00707-021-03139-6
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this study, the combined effects of two-parameter elastic foundation and thermal environment on the buckling behaviors of carbon nanotube (CNT) patterned composite conical shells in the framework of the shear deformation theory (SDT) are investigated. It is assumed that the nanocomposite conical shell is freely supported at its ends and that the material properties are temperature dependent. The derivation of fundamental equations of CNT-patterned truncated conical shells on elastic foundations is based on the Donnell shell theory. The Galerkin method is applied to the basic equations to find the expressions for the critical temperature (CT) and axial buckling loads of CNT-patterned truncated conical shells on elastic foundations and in thermal environments. In the presence of elastic foundations and thermal environments, it is estimated how the effects of CNT patterns, the volume fractions, and the characteristics of conical shells on the buckling load within SDT change by comparing them with the classical shell theory (CST).
引用
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页码:685 / 700
页数:16
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