Nonlinear Vibration Analysis of a cantilever beam with nonlinear geometry

Journal of Mechanical Research and Application

مقاله 2، دوره 4، شماره 3، اسفند 2012، صفحه 11-17   

نویسندگان

mohammad mehdi mashinchi^{* 1}؛ H Javaniyan Jouybari²؛ D Ganji³

¹M. Sc., Dept. of Mechanical Engineering, Babol University of Technology, Babol, Iran

²Young Researchers and Elite Club, South Tehran Branch, Islamic Azad University, Tehran, Iran

³Assistant Professor, Department of Mechanical Engineering, Babol University of Technology, Babol, Iran

چکیده

Analyzing the nonlinear vibration of beams is one of the important issues in structural engineering. According to this, an impressive analytical method which is called Modified Iteration Perturbation Method (MIPM) is used to obtain the behavior and frequency of a cantilever beam with geometric nonlinear. This new method is combined by the Mickens and Iteration methods. Moreover, this method don’t require small parameter in the equation which is difficult to be found for nonlinear oscillation. The accuracy of the solution that is obtained by using of MIPM has been shown graphically and compared with exact solution. Comparison shows that good adaptation is obtained and MIPM is a powerful method for solving the vibrational behavior of structures analytically.

کلیدواژه‌ها

Nonlinear vibration؛ Cantilever beam؛ nonlinearity geometric؛ Modified Iteration Perturbation Method؛ Modeling؛ Total loss coefficient؛ Loss model؛ Performance curve