| 研究生: |
陳柏諺 Chen, Bo-Yan |
|---|---|
| 論文名稱: |
探討具五模或粽子形狀微結構中介層之三相單元結構的共振帶隙與消能機制 Resonant bandgap and energy dissipation mechanisms of unit cells containing an interphase layer with pentamode or Zongzi lattice |
| 指導教授: |
陳東陽
Chen, Tung-Yang |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 論文出版年: | 2025 |
| 畢業學年度: | 114 |
| 語文別: | 中文 |
| 論文頁數: | 149 |
| 中文關鍵詞: | 地震超材料 、五模微結構 、粽子微結構 、局部共振 、帶隙 |
| 外文關鍵詞: | seismic metamaterials, interphase, bandgap, pentamode microstructure, Zongzi microstructure |
| 相關次數: | 點閱:6 下載:0 |
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本研究聚焦於地震超材料於低頻範圍(0~20 Hz)中之波動操控行為,旨在建立一套可用於三相圓球超材料之設計與分析流程,並特別探討五模微結構與粽子微結構作為中介層時的力學特性與帶隙形成機制。研究首先整合均質化方法與有限元素分析,以建立兩類微結構在不同幾何條件下的等效力學模型,並配合堆疊收斂性分析確認其可代表性。進一步導入頻散分析架構,系統性比較實體微結構模型與等效材料模型於不同晶格尺度下的波動響應差異,以評估等效材料模型於低頻局部共振情境中的適用性。
在三相超材料的參數研究部分,本研究以內核尺寸、中介層厚度、基材尺度以及粽子結構幾何比值d/a等為主要控制因子,探討其對局部共振模態、等效質量密度特性與帶隙行為的影響。同時,為更貼近實際地盤環境,本研究建立半全域土層模型,並施加P波、SH波與SV波作為入射條件,以分析不同微結構中介層於土層中可能展現的能量傳遞變化趨勢。透過上述完整的多尺度與多模型分析,本研究期望建立一套適用於五模與粽子微結構超材料的參數化設計方法,並釐清微結構型態在地震超材料低頻帶隙形成與局部共振行為中的作用,使其可作為未來地震超材料設計與相關工程應用的重要基礎。
This thesis investigates the low-frequency (0~20 Hz) wave manipulation behavior of seismic metamaterials and proposes a systematic design and analysis framework for three-phase unit cell. Special emphasis is placed on pentamode and Zongzi microstructures employed as interphases to explore their mechanical characteristics, local resonance behavior, and bandgap formation mechanisms. Homogenization theory combined with finite element analysis is used to establish equivalent mechanical models, and stacking convergence analyses are performed to verify their representativeness. Dispersion analyses are conducted to compare wave propagation responses between explicit microstructured models and equivalent material models under different geometric configurations. Parametric studies are further carried out by varying key interphase parameters to examine their effects on effective material properties, local resonance modes, and bandgap characteristics. To approximate realistic ground conditions, semi-global soil models subjected to P-, SH-, and SV-wave excitations are developed to evaluate vibration attenuation performance. The results clarify the role of interphase stiffness in bandgap formation and provide a parametric design strategy for low-frequency seismic metamaterials.
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