Determination of mode shapes from ODS for beam structures
碩士 === 國立屏東科技大學 === 機械工程系 === 90 === This work presents modal analysis of beam structure in operating conditions. In particular structure is in the harmonic excitation. the prediction model is developed to determine mode shapes from operational deflection shape (ODS). Both simply support...
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ndltd-TW-090NPUST4890082016-12-22T04:10:45Z http://ndltd.ncl.edu.tw/handle/96155669673762749723 Determination of mode shapes from ODS for beam structures 樑結構由操作變形振型之模態振型預測 WU YING-HUI 吳盈輝 碩士 國立屏東科技大學 機械工程系 90 This work presents modal analysis of beam structure in operating conditions. In particular structure is in the harmonic excitation. the prediction model is developed to determine mode shapes from operational deflection shape (ODS). Both simply supported beam and cantilever beam are considered. Numerical simulation is performed to show the feasibility of the developed prediction model. Mode shapes can be well predicted. The harmonic response analysis is first presented. The ODS can be shown as function of modal parameters. Natural frequencies and damping ratios can be obtained from single measurement of frequency response function. Therefore, Experimental verification is also conducted for a cantilever beam. The ODS of beam is first measured for both on-resonance and off- resonance excitation cases. The prediction model can then employed to determine structure mode shapes. Results show that predicted mode shapes reasonably agree with the theoretical mode shapes. The developed methodology will be beneficial for structure modal analysis in operating condition. In Particular, This developed prediction model can be applied to rotor system in its operating condition. 王柏村 吳德和 2002 學位論文 ; thesis 118 zh-TW |
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碩士 === 國立屏東科技大學 === 機械工程系 === 90 === This work presents modal analysis of beam structure in operating conditions. In particular structure is in the harmonic excitation. the prediction model is developed to determine mode shapes from operational deflection shape (ODS). Both simply supported beam and cantilever beam are considered. Numerical simulation is performed to show the feasibility of the developed prediction model. Mode shapes can be well predicted. The harmonic response analysis is first presented. The ODS can be shown as function of modal parameters. Natural frequencies and damping ratios can be obtained from single measurement of frequency response function. Therefore, Experimental verification is also conducted for a cantilever beam. The ODS of beam is first measured for both on-resonance and off- resonance excitation cases. The prediction model can then employed to determine structure mode shapes. Results show that predicted mode shapes reasonably agree with the theoretical mode shapes. The developed methodology will be beneficial for structure modal analysis in operating condition. In Particular, This developed prediction model can be applied to rotor system in its operating condition.
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王柏村 |
author_facet |
王柏村 WU YING-HUI 吳盈輝 |
author |
WU YING-HUI 吳盈輝 |
spellingShingle |
WU YING-HUI 吳盈輝 Determination of mode shapes from ODS for beam structures |
author_sort |
WU YING-HUI |
title |
Determination of mode shapes from ODS for beam structures |
title_short |
Determination of mode shapes from ODS for beam structures |
title_full |
Determination of mode shapes from ODS for beam structures |
title_fullStr |
Determination of mode shapes from ODS for beam structures |
title_full_unstemmed |
Determination of mode shapes from ODS for beam structures |
title_sort |
determination of mode shapes from ods for beam structures |
publishDate |
2002 |
url |
http://ndltd.ncl.edu.tw/handle/96155669673762749723 |
work_keys_str_mv |
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