连续晶格结构的拓扑动力学

Yimeng Sun, Jiacheng Xing, Li-Hua Shao, Jianxiang Wang
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引用次数: 0

摘要

连续晶格结构由承受柔性变形的连接弹性梁组成,在自然界和工程中无处不在。在这里,我们首先通过严格证明带隙内存在无限多拓扑边缘态,揭示了连续梁结构的拓扑动力学。然后,我们得到了体带拓扑相的解析表达式,并提出了一种与扎克相相关的拓扑指数,它决定了边缘态的存在。这种理论方法直接适用于一般的连续晶格结构。我们展示了桥式框架、板、弹性地基和弹簧上的连续梁的拓扑边缘态,以及卡戈米框架的拓扑角态。连续体晶格结构是探索各种拓扑相和展示多频率拓扑保护状态的绝佳平台,其拓扑动力学在安全评估、结构健康监测和能量收集方面具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Topological dynamics of continuum lattice structures
Continuum lattice structures which consist of joined elastic beams subject to flexural deformations are ubiquitous in nature and engineering. Here, first, we reveal the topological dynamics of continuous beam structures by rigorously proving the existence of infinitely many topological edge states within the bandgaps. Then, we obtain the analytical expressions for the topological phases of bulk bands, and propose a topological index related to the Zak phase that determines the existence of the edge states. The theoretical approach is directly applicable to general continuum lattice structures. We demonstrate the topological edge states of bridge-like frames, plates, and continuous beams on elastic foundations and springs, and the topological corner states of kagome frames. The continuum lattice structures serve as excellent platforms for exploring various kinds of topological phases and demonstrating the topologically protected states at multifrequencies, and their topological dynamics has significant implications in safety assessment, structural health monitoring, and energy harvesting.
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