Buckling Analysis of a Beam with Non-uniform Thickness

Buckling phenomenon has been considered by many researchers for various systems under different conditions of loading, geometry and material behavior. This work investigates the buckling behavior of an Euler-Bernoulli beam with a quadratic thickness pattern. The solutions are derived in terms of Mathieu functions analytically by solving the eigenvalue problem of the system, and the buckling loads and mode shapes are studied. The effects of the non-uniform thickness on the buckling parameters are investigated. Using a regression analysis, it is shown that the critical buckling load linearly increases versus the non-uniform thickness parameter for the quadratic thickness pattern as the thickness of the system increases. The results show the importance of the thickness variation in design and controlling instability of thin structures in the practical applications in MEMS or NEMS.

کلیدواژه ها:

Buckling ، Instability ، Beam theory ، Analytical solution ، Mathieu function