Abstract
In this study, the nonlinear anti-symmetrical response of a symmetrical curved beam under small symmetrical excitation is discussed and investigated. The nonlinear differential equation of curved beam vibration is solved using a numerical integration method. The mechanism how anti-symmetric responses are induced in a symmetrical curved structure under symmetric excitation is described. Besides, an important observation brought out in the numerical results is that unlike other large amplitude nonlinear beam/plate phenomena, the nonlinear modal coupling between the symmetrical and anti-symmetrical modes can exist even though the excitation and vibration amplitude are small.
| Original language | English |
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| Pages | 863-866 |
| Publication status | Published - 28 Oct 2009 |
| Event | 4th International Symposium on Environment Vibrations - Prediction, Monitoring, Mitigation and Evaluation - Beijing, PEOPLES R CHINA, China Duration: 28 Oct 2009 → 30 Oct 2009 |
Conference
| Conference | 4th International Symposium on Environment Vibrations - Prediction, Monitoring, Mitigation and Evaluation |
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| Place | China |
| City | Beijing, PEOPLES R CHINA |
| Period | 28/10/09 → 30/10/09 |
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