Approximate Analytical Solution for the Dynamic Model of Large Amplitude Non-Linear Oscillations Arising in Structural Engineering

In this work we obtain an approximate solution of the strongly nonlinear second order differential equation $frac{d^{2}u}{dt^{2}}+omega ^{2}u+alpha u^{2}frac{d^{2}u}{dt^{2}}+alpha uleft( frac{du}{dt}right)^{2}+beta omega ^{2}u^{3}=0$, describing the large amplitude free vibrations of a uniform cantilever beam, by using a method based on the Laplace transform, and the convolution theorem. By reformulating the initial differential equation as an integral equation, with the use of an iterative procedure, an approximate solution of the nonlinear vibration equation can be obtained in any order of approximation. The iterative approximate solutions are compared with the exact numerical solution of the vibration equation.