Rosić N, Karličić D, Cajić M, Adhikari S, Lazarević M
Department of Mechanics, Faculty of Mechanical Engineering, Belgrade University, Kraljice Marije 16, Belgrade 11120, Serbia.
Mathematical Institute of the Serbian Academy of Sciences and Arts, Kneza Mihaila 36, Belgrade 11001, Serbia.
Philos Trans A Math Phys Eng Sci. 2024 Sep 23;382(2279):20230362. doi: 10.1098/rsta.2023.0362. Epub 2024 Aug 12.
This paper presents a study of wave propagation through an infinite periodic structure that consists of elastic Timoshenko beams interconnected with rigid bodies. This is a generalized approach in which the beams are not coaxial and the centre of mass of each rigid body is placed away from the intersection of their neutral axes. An analytical approach is used by applying the transfer matrix method (TMM), along with the Floquet-Bloch theorem for elastic wave propagation. Subsequent parametric analysis is performed with visualization of resulting band diagrams of a representative structure. These results are verified through comparison with solutions obtained using the finite-element method (FEM). In this manner, a comprehensive dynamical analysis of tailored metastructures is provided.This article is part of the theme issue 'Current developments in elastic and acoustic metamaterials science (Part 2)'.
本文介绍了一项关于弹性波在无限周期结构中传播的研究,该结构由与刚体相连的弹性铁木辛柯梁组成。这是一种广义方法,其中梁不同轴,且每个刚体的质心位于其中性轴交点之外。通过应用传递矩阵法(TMM)以及弹性波传播的弗洛凯 - 布洛赫定理,采用解析方法进行研究。随后对一个代表性结构进行参数分析,并可视化得到的能带图。通过与使用有限元法(FEM)获得的解进行比较来验证这些结果。通过这种方式,提供了对定制亚结构的全面动力学分析。本文是主题特刊“弹性与声学超材料科学的当前进展(第2部分)”的一部分。