A Novel Method for Deriving High-Order Frequency Equations with Applications to Cantilever Beam Vibrations
摘要
The determination of natural frequencies in structural systems is governed by the order of the underlying partial differential equation that describes the system behavior. In the specific case of beam transverse vibration, the equation of motion is represented by a fourth order differential equation. Consequently, four distinct frequency equations are obtained by imposing appropriate boundary conditions. To calculate the natural frequencies in such scenarios, it becomes necessary to solve a determinant equation of size
This paper introduces a set of procedures that facilitate the derivation of exact closed-form solutions for frequency equations of dimensions
Numerical examples and practical applications were used to compute the determinants of matrices ranging from
The proposed analysis is effective for the symbolic expansion of determinants for matrices of sizes