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研究生: 詹易勳
Chan, Yi-Hsuh
論文名稱: 波源量測與應變感測器的初步探討
Preliminary studies on source wave measurement and strain sensors
指導教授: 蘇于琪
Su, Yu-Chi
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: 2023
畢業學年度: 111
語文別: 中文
論文頁數: 65
中文關鍵詞: PVDF感測器懸臂梁波源歷時
外文關鍵詞: PVDF film sensor, cantilever beam, source wave, strain gauge
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  • 壓電薄膜感測器(Polyvinylidene fluoride, PVF2, PVDF)為一種壓電材料,利用其受到壓力或拉力時,產生的電壓變化,我們可量測結構構件的動態行為。
    本文透過懸臂薄梁進行不同感測器與不同大小PVDF感測器,在時域以及頻域訊號的比較,而頻域比較包括了理論解、數值解與實驗所做出的結果,實驗結果顯示PVDF感測器對於結構的應變感測能力非常好。同時也利用PVDF來擷取鋼珠撞擊懸臂梁後的波源歷時,並使用此數據進行模擬,觀察實驗的暫態訊號與模擬之間的差異,比較過後發現兩者具有時間差,原因來自於實驗中固定端的夾持不完全,使整體頻率低於模擬,導致波長變長,產生時間差。

    This study compares the strain sensor performance of strain gauge and different sizes of PVDF using a cantilever beam. The experimental results show that the PVDF sensor exhibits excellent measuring capabilities for structural dynamic responses. We also apply PVDF to measure a source wave from a steel ball impact. At the same time, another PVDF is placed as a receiver. The time history of the source wave obtained from the experiment is imported to finite element analysis to simulate the transient response of the receiver. By comparing the results at the receiver from the simulation and experiment, we found a time difference between these two. This could be due to incomplete clamping at the fixed end in the experiment. The clamping problem results in lower natural frequencies for the cantilever beam than those in the simulation. Lower natural frequencies mean longer wavelengths, leading to the time delay in the experiment compared to the simulation.

    中文摘要 i Extended Abstract iii 致謝 xi 目錄 xiii 表目錄 xv 圖目錄 xvi 符號表 xix 第一章 緒論 1 1.1 文獻回顧 1 1.2 論文動機 4 1.3 論文簡介 4 第二章 應變感測器、實驗儀器與模擬軟體 5 2.1 感測器 5 2.1.1 聚扁二氟乙烯(Polyvinylidence fluoride, PVDF, PVF2) 5 2.1.2 應變規(Strain Gauge) 6 2.2實驗儀器 6 2.2.1 應變規訊號調節放大器 (Strain Gauge Signal Conditioning Amplifiers) 6 2.2.2 混合域示波器(Mixed Signal Oscilloscope) 8 2.2.3 電荷放大器(Charge Amplifier) 9 2.2.4數位照相機 11 2.3 實驗軟體系統 12 2.3.1 COMSOL Multiphysics(有限元素軟體) 12 第三章 懸臂梁彎曲模態共振頻比較 13 3.1 古典懸臂梁模態推導 13 3.2 COMSOL Multiphysics設定 16 3.3應變規與不同尺寸PVDF實驗架設 22 3.4實驗結果與探討 35 第四章 懸臂梁波源歷時量測與對應的應變訊號 41 4.1實驗架設與波源歷時量測 41 4.2 COMSOL Multiphysics設定 47 4.3應變訊號之討論 49 第五章 結論與未來展望 55 5.1結論 55 5.2未來展望 56 參考文獻 57 附錄 61 A. PVDF薄膜規格 61 B.應變規規格 63 C.電荷放大器與調適平台規格 64

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