scholarly journals Vibration analysis of a mass on a spring by means of magnus expansion method

2016 ◽  
Vol 4 (2) ◽  
pp. 90-90
Author(s):  
Musa Basbuk ◽  
Aytekin Eryilmaz ◽  
Mehmet Tarik Atay
Author(s):  
Jun-Sik Kim ◽  
K. W. Wang

Free vibration analysis of composite beams is carried out by using a finite element-based formal asymptotic expansion method. The formulation begins with three-dimensional equilibrium equations in which cross-sectional coordinates are scaled by the characteristic length of the beam. Microscopic 2D and macroscopic 1D equations obtained via the asymptotic expansion method are discretized by applying a conventional finite element method. Boundary conditions associated with macroscopic 1D equations are also considered in order to investigate the end effect. We then describe how to form and solve the eigenvalue problems derived from the asymptotic method beyond the classical approximation. The results obtained are compared to those of 3D FEM and those available in literature for composite beams with solid cross-section and thin-walled cross-section.


2013 ◽  
Vol 62 ◽  
pp. 53-64 ◽  
Author(s):  
Javad Vaseghi Amiri ◽  
Ali Nikkhoo ◽  
Mohammad Reza Davoodi ◽  
Mohsen Ebrahimzadeh Hassanabadi

2010 ◽  
Vol 132 (4) ◽  
Author(s):  
Jun-Sik Kim ◽  
K. W. Wang

Vibration analysis of composite beams is carried out by using a finite element-based formal asymptotic expansion method. The formulation begins with three-dimensional (3D) equilibrium equations in which cross-sectional coordinates are scaled by the characteristic length of the beam. Microscopic two-dimensional and macroscopic one-dimensional (1D) equations obtained via the asymptotic expansion method are discretized by applying a conventional finite element method. Boundary conditions associated with macroscopic 1D equations are considered to investigate the end effect. It is then described how one could form and solve the eigenvalue problems derived from the asymptotic method beyond the classical approximation. The results obtained are compared with those of 3D finite element method and those available in the literature for composite beams with solid cross section and thin-walled cross section.


2011 ◽  
Vol 10 (1) ◽  
pp. 150-158
Author(s):  
András Bátkai ◽  
Eszter Sikolya

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