Large amplitude vibration analysis of composite beams: Simple closed-form solutions

被引:52
|
作者
Gunda, Jagadish Babu [1 ]
Gupta, R. K. [1 ]
Janardhan, G. Ranga [2 ]
Rao, G. Venkateswara [3 ]
机构
[1] Adv Syst Lab, Hyderabad 500058, Andhra Pradesh, India
[2] JNTU Coll Engn, Kakinada 533003, India
[3] Sreenidhi Inst Sci & Technol, Hyderabad 501301, Andhra Pradesh, India
关键词
Nonlinear vibration; Quadratic and cubic nonlinearity; Rayleigh-Ritz method; Coupled displacement field; Composite beam; FUNCTIONALLY GRADED BEAMS; NONLINEAR VIBRATIONS; FORCED VIBRATIONS; ELEMENT; PLATES;
D O I
10.1016/j.compstruct.2010.07.006
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Large amplitude vibration analysis of laminated composite beam with axially immovable ends is investigated with symmetric and asymmetric layup orientations by using the Rayleigh-Ritz (R-R) method The displacement fields used in the analytical formulation are coupled by using the homogeneous governing static axial equilibrium equation of the beam Geometric nonlinearity of von-Karman type is considered which accounts for the membrane stretching action of the beam The simple closed-form solutions are presented for the nonlinear harmonic radian frequency as function of central amplitude of the beam using the R-R method The nonlinear harmonic radian frequency results obtained from the closed-form solutions of the R-R method in general show good agreement with the results obtained from simple iterative finite element formulation Furthermore, the closed-form expressions are corrected for the harmonic motion assumption from the available literature results on the existence of quadratic and cubic nonlinearity It is interesting to note that the composite beams can result in asymmetric frequency vs amplitude curves depending upon the nature of direction of displacement in contrast to isotropic beams which exhibit cubic nonlinearity only and leads to symmetric frequency vs amplitude curves with respect to sign of the amplitude (C) 2010 Elsevier Ltd All rights reserved
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页码:870 / 879
页数:10
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