Nonlinear torsional stability and buckling of spiral stiffened sigmoid FG thin circular cylindrical shells

被引:3
|
作者
Foroutan, Kamran [1 ]
Dai, Liming [1 ]
机构
[1] Univ Regina, Ind Syst Engn, Regina, SK S4S 0A2, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Sigmoid FG material; Spiral stiffeners; Cylindrical shells; Torsion; Buckling and post -buckling; Analytical modelling; TRUNCATED CONICAL SHELLS; MECHANICAL STABILITY; ELASTIC FOUNDATIONS; VIBRATION; PLATES;
D O I
10.1016/j.euromechsol.2024.105328
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This research employs an analytical approach to explore nonlinear torsional buckling behaviors of spiralstiffened sigmoid FG (SSSFG) thin circular cylindrical shells. The research encompasses two variations of SSSFG cylindrical shells: those with internal and external spiral stiffeners. Furthermore, this study explores effects of two distinct material distributions for SSSFG cylindrical shells, specifically metal-ceramic-metal and ceramic-metal-ceramic layers, both following a sigmoid-law distribution. Theoretical formulations are obtained using the smeared stiffeners technique and classical shell theory, incorporating geometrical nonlinearity in the von-K<acute accent>arm<acute accent>an sense. The discretized nonlinear governing equations are obtained through Galerkin's method, and the approximate three-term solution for deflection is developed. Hence, explicit formulations are presented to ascertain the critical torsional load and depict the post-buckling torsional load-deflection curves. The outcomes of this study are validated by comparing them with the related research results existing in the literature. Significantly, the research highlights the influence of diverse parameters and the efficacy of stiffeners in enhancing the stability of SSSFG cylindrical shells. Researchers and engineers in this field may utilize the findings of this research as reference points for their design and research involving SSSFG cylindrical shells.
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页数:13
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