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An Analytical Solution for Nonlinear Vibrations Analysis of Functionally Graded Plate Using Modified Lindstedt–Poincare Method
54
Citations
26
References
2020
Year
EngineeringStructural DynamicsMechanical EngineeringRectangular PlateFg Rectangular PlateNonlinear VibrationsMechanics Of MaterialsVibrationsMechanicsDeformation ModelingMaterial NonlinearitiesNonlinear VibrationNonlinear Vibrations AnalysisStructural VibrationAnalytical SolutionThin-walled StructureStructural MechanicsVibration ControlMlp Method
In this research, the nonlinear free vibrations analysis of functionally graded (FG) rectangular plate which simply supported all edges are investigated analytically using modified Lindstedt–Poincare (MLP) method for the first time. For this purpose, with the aid of von Karman nonlinearity strain-displacement relations, the partial differential equations of motion are developed based on first-order shear deformation theory (FSDT). Afterward, by applying Galerkin method, the nonlinear partial differential equations are transformed into the time-dependent nonlinear ordinary differential equations. The nonlinear equation of motion is then solved analytically by MLP method to determine the nonlinear frequencies of the FG rectangular plate. The material properties are assumed to be graded through the direction of plate thickness according to power law distribution. The effects of some system parameters such as vibration amplitude, volume fraction index and aspect ratio on the nonlinear to linear frequency ratio are discussed in detail. To validate the analysis, the results of this paper are compared with both the published data and numerical method, and good agreements are found.
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