Abstract
A method is presented to extend the well-known techniques and procedures used for Experimental Modal Analysis (EMA) to cases where the excitation forces are generated autonomously by the system under investigation. This method is referred to as Autonomous Modal Analysis (AMA). In some practical cases, it can be difficult to implement the EMA approach because the excitation system may interfere with the test structure and alter its boundary conditions. In order to overcome these limitations, the AMA method presented here is based on the use of dynamic exciting forces generated by an actuator mounted internally in the system, as a part of it. A new type of response function is introduced (the Reactive Response Function, RRF) and the AMA theory is developed in full. The AMA methodology is demonstrated using an extensive numerical simulation study, addressing a full range of damped structures, with universally good results which closely match those obtained applying EMA to the same test cases.
Original language | English |
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Title of host publication | Proceedings of ISMA 2014 - International Conference on Noise and Vibration Engineering and USD 2014 - International Conference on Uncertainty in Structural Dynamics |
Publisher | KU Leuven |
Pages | 2421-2436 |
Number of pages | 16 |
ISBN (Electronic) | 9789073802919 |
Publication status | Published - 2014 |
Externally published | Yes |
Event | 26th International Conference on Noise and Vibration Engineering, ISMA 2014, Including the 5th International Conference on Uncertainty in Structural Dynamics, USD 2014 - Leuven, Belgium Duration: 15 Sept 2014 → 17 Sept 2014 |
Conference
Conference | 26th International Conference on Noise and Vibration Engineering, ISMA 2014, Including the 5th International Conference on Uncertainty in Structural Dynamics, USD 2014 |
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Country/Territory | Belgium |
City | Leuven |
Period | 15/09/14 → 17/09/14 |
ASJC Scopus subject areas
- Mechanical Engineering
- Mechanics of Materials
- Acoustics and Ultrasonics