Shock and Vibration · 2016 · 37 citations · 63 references
EngineeringComputational EngineeringMechanical EngineeringComputational MechanicsComputational Structural AnalysisVibrationFree VibrationShell AnalysisShell TheorySolid Mechanics ApplicationsStructural VibrationVibration AnalysisDisplacementFourier Cosine SeriesGeneralized CoordinatesShell Free VibrationShell Vibration AnalysisShell VibrationsSpring StiffnessStiffness
This paper presents free vibration analysis of open and closed shells with arbitrary boundary conditions using a spectro-geometric-Ritz method. In this method, regardless of the boundary conditions, each of the displacement components of open and closed shells is represented simultaneously as a standard Fourier cosine series and several auxiliary functions. The auxiliary functions are introduced to accelerate the convergence of the series expansion and eliminate all the relevant discontinuities with the displacement and its derivatives at the boundaries. The boundary conditions are modeled using the spring stiffness technique. All the expansion coefficients are treated equally and independently as the generalized coordinates and determined using Rayleigh-Ritz method. By using this method, a unified vibration analysis model for the open and closed shells with arbitrary boundary conditions can be established without the need of changing either the equations of motion or the expression of the displacement components. The reliability and accuracy of the proposed method are validated with the FEM results and those from the literature.
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Francesco Tornabene · Computer Methods in Applied Mechanics and Engineering · 2009 · 581 citations
Engineering, Mechanical Engineering, Structural Dynamics +16
Francesco Tornabene, Erasmo Viola, Daniel J. Inman · Journal of Sound and Vibration · 2009 · 366 citations
Engineering, Computational Engineering, Mechanical Engineering +17
FREE VIBRATIONS OF BEAMS WITH GENERAL BOUNDARY CONDITIONS
W.L. LI · Journal of Sound and Vibration · 2000 · 344 citations