A numerical study on nonlinear vibrations of laminated composite singly curved stiffened shells

被引:6
作者
Bakshi, Kaustav [1 ]
机构
[1] Indian Inst Technol Indore, Dept Civil Engn, Khandwa Rd, Simrol 452020, Madhya Pradesh, India
关键词
Laminated composites; Singly curved shell roof; Stiffened curved surfaces; von - Karman geometric nonlinearity; Isoparametric finite element formulation; ELEMENT FREE-VIBRATION; CYLINDRICAL-SHELLS; DYNAMIC-RESPONSE;
D O I
10.1016/j.compstruct.2021.114718
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The non-dimensional fundamental frequencies and mode shapes of laminated composite singly curved stiffened shells are studied in this paper for varying boundary condition, lamination and stiffener properties like orientations, eccentricities, numbers and depth. An isoparametric c(0) continuous finite element code combining von-Karman nonlinearity and Sanders' first approximation theory is proposed here. The curved surfaces are formulated by nonlinear strains while the stiffeners adopted both geometrically linear and nonlinear strains. Correctness of the proposed approach is confirmed through solutions of benchmark problems. The results are critically discussed, and it is concluded that the clamped 45(0)/-45(0)/-45(0)/45(0) shell with y - stiffeners (n(x) = 0, n(y) = 7) located below the mid-surface shows the greatest fundamental frequencies. This study concludes that the nonlinear approach is essential for both shell and stiffener for correct predictions of natural frequencies and mode shapes. The relatively simpler linear approach can be considered for shells having single x - stiffener only.
引用
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页数:11
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