| 研究生: |
林暐智 Lin, Wei-Jr |
|---|---|
| 論文名稱: |
軸向移動系統動態特性之研究 A Study on Dynamic Characteristics of Axially Moving System |
| 指導教授: |
崔兆棠
Choi, Siu-Ting |
| 學位類別: |
博士 Doctor |
| 系所名稱: |
工學院 - 航空太空工程學系 Department of Aeronautics & Astronautics |
| 論文出版年: | 2007 |
| 畢業學年度: | 95 |
| 語文別: | 英文 |
| 論文頁數: | 120 |
| 中文關鍵詞: | 週期性來回伸縮運動 、傅羅凱理論 、穩定性 、有限元素法 、軸向移動樑 、自旋 |
| 外文關鍵詞: | spin, back-and-forth periodical motion, stability, Floquet theory, axially moving beam, finite element method |
| 相關次數: | 點閱:102 下載:3 |
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在本論文中將研究具有移動支撐或固定支撐之軸向移動且自旋樑的動態特性,並探討等速率伸長及週期性來回伸縮之兩種軸向移動型態對軸向移動樑之動態特性的影響。首先,以考慮旋轉慣性的雷利樑(Rayleigh beam)理論來描述軸向移動樑之變形,利用漢彌頓原理(Hamilton's principle)及具時變元素和非時變元素之有限元素法推導出系統之運動方程式。利用阮奇-庫達(Runge-Kutta)數值積分方法,解出系統之振動響應,並分別使用特徵值之實部與虛部或傅羅凱理論(Floquet theory)來判別具軸向等速率伸長或週期性來回伸縮運動型態之移動樑的穩定性,並由響應分析結果確認穩定性分析之正確性。
由結果可知,等速率伸長之移動樑存在不穩定性,其不穩定之發生與移動樑之長度及移動速率有關。週期性來回伸縮之移動樑也存在不穩定性,其不穩定之發生與軸向振動頻率及振幅有關,且其不穩定區域發生在自然頻率之線性組合之鄰近區域。樑的自旋運動可抑制等速率伸長移動樑之振幅,並使週期性來回伸縮之移動樑之不穩定區域由轉速為零時之V型態轉變成W型態,隨著轉速增加,其不穩定區域也隨之擴大。附加於移動樑上之彈性支撐會提高系統之自然頻率、抑制暫態響應的振幅及使不穩定區域偏移到較高軸向振動頻率的區域。
In this dissertation, the dynamic characteristics of an axially moving system is investigated. An axially moving and spinning Rayleigh beam with and without an intermediate elastic support is discussed. Two kinds of axial motion including constant-speed extension deployment and back-and-forth periodical motion are considered. The axially moving beam is modeled by using Rayleigh beam theory in which the rotary inertia is taken into account. Finite element models for the above system are developed by using Hamilton's principle and the finite element method with variable-domain and fixed-domain elements for determination of natural frequencies, transient responses and stability. Direct time numerical integration, based on a Runge-Kutta algorithm, is used to perform the dynamic analysis. For stability analysis, eigenvalues of motion equation of the beam with constant-speed axial extension deployment are obtained to determine its stability, while Floquet theory is employed to investigate the stability of the beam with back-and-forth periodical axial motion. Time histories are obtained to confirm the results from Floquet theory.
The present results show that instability exists for the beam with constant-speed axial extension deployment and the protruded length at which instability occurs depends on the extension rate. Instability also exists for the beam with back-and-forth periodical axial motion and the occurrence of instability depends on the axial-oscillation amplitude and frequencies and its unstable regions are near the combination of the corresponding natural frequencies. The spinning motion of the beam has the effect of suppression on the vibration amplitude of the beam with constant-speed axial extension deployment. Instability regions of the beam with back-and-forth periodical axial motion are changed from V-shaped for non-spinning case to W-shaped and broadened as the spin speed increases. An added intermediate elastic support to the axially moving beam raises the natural frequencies, suppresses the transient responses and shifts the unstable regions to higher axial-oscillation frequencies.
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