Theoretical Modeling and Spectral Element Analysis of Inhomogeneous Material Frame Structures
摘要
Periodic structures composed of non-uniform materials exhibit unique wave propagation and vibration suppression characteristics, which are of great significance in the dynamic optimization and vibration control of complex engineering structures.
MethodsA one-dimensional periodic beam and a two-dimensional frame structure with non-uniform materials are modeled using Timoshenko beam theories combined with the spectral element method. Finite element simulations are used for validation.
ResultsThe proposed method accurately predicts band gaps and vibration responses, especially in high-frequency ranges where FEM shows dispersion. Multi-component and non-uniform designs broaden the band gap and enhance vibration reduction.
ConclusionsThis method provides an efficient tool for analyzing and optimizing the dynamic performance of complex non-uniform frame structures.