Free and forced vibrations of damped locally-resonant sandwich beams

TL;DR

This paper develops exact analytical methods to analyze the free and forced vibrations of damped, locally-resonant sandwich beams with periodically distributed resonators, using a Timoshenko beam model and advanced eigenvalue algorithms.

Contribution

It introduces a novel combined approach of direct integration and complex modal analysis for accurately modeling damped locally-resonant beams with multiple resonators.

Findings

Exact frequency response under arbitrary loads demonstrated.

Robust eigenvalue calculation method using contour-integral algorithm.

Validation confirms accuracy and robustness of the proposed solutions.

Abstract

This paper addresses the dynamics of locally-resonant sandwich beams, where multi-degree-of-freedom viscously-damped resonators are periodically distributed within the core matrix. Using an equivalent single-layer Timoshenko beam model coupled with mass-spring-dashpot subsystems representing the resonators, two solution methods are presented. The first is a direct integration method providing the exact frequency response under arbitrary loads. The second is a complex modal analysis approach obtaining exact modal impulse and frequency response functions, upon deriving appropriate orthogonality conditions for the complex modes. The challenging issue of calculating all eigenvalues, without missing anyone, is solved applying a recently-introduced contour-integral algorithm to a characteristic equation built as determinant of an exact frequency-response matrix, whose size is $4 \times 4$ regardless of the number of resonators. Numerical applications prove exactness and robustness of the proposed solutions.