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研究生: 洪國鈞
Hung, Kuo-Chun
論文名稱: 小提琴琴橋振動分析
Vibration Analysis of Violin Bridge
指導教授: 褚晴暉
Chue, Ching-Hwei
學位類別: 碩士
Master
系所名稱: 工學院 - 機械工程學系
Department of Mechanical Engineering
論文出版年: 2009
畢業學年度: 97
語文別: 中文
論文頁數: 116
中文關鍵詞: 驅動點導納琴橋小提琴自然頻率有限元素法
外文關鍵詞: bridge, finite element method, violin, natural frequency, driving point mobility
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  • 小提琴琴橋主要將琴弦的振動傳遞到琴體上,並且能夠藉由琴橋的共振來強化振動的力量。在本文中,首先應用有限元素法,當琴腳為剛體固定時,計算修剪琴橋的自然頻率,並找出為何修剪琴橋可以增加小提琴音色明亮性,其琴腳反作用力與明亮性的關係。第二,改變琴橋材料性質的方向來比較對自然頻率的變化,並且依據挑選木材好壞的準則,個別改變三個材料性質來比較對琴腳反作用力的影響。第三,在琴橋中加入琴體來計算驅動點導納,並比較單獨琴橋與加入琴體後的琴橋之間有何差異。綜合以上結果,製琴師修剪琴橋到適當的形狀主要依據三個目的,頻率比、人耳的敏銳性、明亮性。

    The violin bridge transfers vibration of the strings to the corpus, and the vibration can be reinforced by using the characteristics of the resonance frequencies. In the paper, we perform the finite element analysis to calculate the natural frequencies of trimming bridges when the feet are fixed. The relation between the reaction forces of bridge feet and the brightness will be discussed to specify the reasons why trimming bridges can increase brightness of the violin sound quality. We change the direction of material properties and compare the variation of natural frequencies. In addition, three material properties are changed individually to understand their effects on the reaction forces of the bridge applied on the corpus. The roles of the bridge with or without the corpus played on the vibration of the violin are also investigated by calculating the response of driving point mobility. In conclusion, expert violin repairman trims the bridges to a favorable shape depending on three major purposes: the natural frequency ratios, human ear’s sensitivity and the brightness.

    摘要...........................................Ⅰ 英文摘要.......................................Ⅱ 致謝...........................................Ⅲ 目錄...........................................Ⅳ 表目錄.........................................Ⅷ 圖目錄.........................................Ⅹ 符號說明.......................................XⅥ 第一章 緒論.....................................1 1.1 前言........................................1 1.2 文獻回顧....................................1 1.3 研究動機....................................4 1.4 本文架構....................................5 第二章 理論背景與分析方法.......................6 2.1 小提琴的音樂物理學..........................6 2.1.1 小提琴的構造..............................6 2.1.2 小提琴的振動.............................10 2.2 彈性力學...................................17 2.2.1 非等向性材料之應力應變關係式.............17 2.2.2 正交性材料之應力應變關係式...............18 2.2.3 圓柱正交性材料之應力應變關係式...........20 2.3 振動力學...................................22 2.3.1 模態頻率分析.............................22 2.3.2 簡諧響應分析.............................23 第三章 問題分析與有限元素模型..................25 3.1 問題描述...................................25 3.1.1 琴橋修剪.................................25 3.1.2 小提琴音色之明亮性.......................27 3.1.3 木材好壞之差異...........................27 3.1.4 琴橋與琴體之耦合振動.....................27 3.2 單位系統...................................28 3.3 琴橋與琴體之模型尺寸.......................28 3.4 元素型態與有限元素模型.....................31 3.5 琴橋與琴體之材料性質定義...................33 3.6 單獨琴橋之邊界條件設定.....................36 3.6.1 模態分析之邊界條件.......................36 3.6.2 簡諧響應分析之邊界條件...................37 3.7 琴橋與琴體之邊界條件設定...................39 第四章 結果與討論..............................42 4.1 琴橋修剪與自然頻率、自然模態之關係(一).....42 4.1.1 步驟一:琴橋雛型.........................43 4.1.2 步驟二:修剪琴橋的厚度...................44 4.1.3 步驟三:修剪琴橋的兩腳下端...............46 4.1.4 步驟四:修剪琴橋的兩腳上端...............48 4.1.5 步驟五:修剪琴橋的拱.....................49 4.1.6 步驟六:修剪琴橋的高度...................51 4.1.7 步驟七:修剪琴橋兩邊的耳朵...............52 4.1.8 步驟八:修剪琴橋兩邊的膝蓋...............54 4.1.9 步驟九:修剪琴橋兩邊的翅膀(一)...........55 4.1.10 步驟十:修剪琴橋兩邊的翅膀(二)..........56 4.1.11 步驟十一:修剪琴橋兩邊的心核............58 4.1.12 整體結果討論............................59 4.2 音色明亮性與琴腳反作用力之關係.............64 4.3 琴橋修剪與自然頻率、自然模態之關係(二).....69 4.3.1 步驟十一之一:修剪琴橋窗的下邊...........70 4.3.2 步驟十一之二:修剪琴橋窗的右邊...........71 4.3.3 步驟十一之三:修剪琴橋窗的上邊...........73 4.3.4 步驟十一之四:修剪琴橋窗的左邊...........74 4.3.5 步驟十一之五:修剪琴橋心窗的下邊.........76 4.3.6 步驟十一之六:修剪琴橋心窗的右邊.........77 4.3.7 步驟十一之七:修剪琴橋心窗的上邊.........79 4.3.8 步驟十一之八:修剪琴橋心窗的左邊.........80 4.3.9 整體結果討論.............................82 4.4 木材性質方向與自然頻率之關係...............89 4.5 木材材料性質與琴腳反作用力之關係...........93 4.6 琴橋與琴體耦合振動之驅動點導納.............96 第五章 結論...................................100 參考文獻......................................102 附錄A 單獨琴橋雛型之自然頻率與自然模態.......106

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