Author/Authors :
Mashinchi Joubari، M. نويسنده , , Javaniyan Jouybari، Hamid نويسنده Young Researchers and Elite Club, South Tehran Branch, Islamic Azad University, Tehran, Iran , , D. Ganji، D نويسنده Assistant Professor, Department of Mechanical Engineering, Babol University of Technology, Babol, Iran ,
Abstract :
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 does not require small parameter in the equation which is difficult to be found for nonlinear oscillation. The accuracy of the solution that is obtained by the use of MIPM has been shown graphically and compared with exact solution. Comparison shows that good adaptation is obtained and MIPM as a powerful method for solving the vibrational behavior of structures analytically
