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Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics
Genbei Zhang,
Chaoping Zang,
Michael Friswell
Mechanical Systems and Signal Processing, Volume: 140, Start page: 106474
Swansea University Author: Michael Friswell
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DOI (Published version): 10.1016/j.ymssp.2019.106474
Abstract
A strongly nonlinear system often has multiple solutions under harmonic excitation. However, measuring all of these multiple responses in structural dynamics is challenging because often one solution is unstable and difficult to obtain. The standard stepped sine approach is to fix the harmonic excit...
Published in: | Mechanical Systems and Signal Processing |
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ISSN: | 0888-3270 |
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Elsevier BV
2020
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URI: | https://cronfa.swan.ac.uk/Record/cronfa52683 |
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2022-11-15T16:14:39.5793622 v2 52683 2019-11-08 Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics 5894777b8f9c6e64bde3568d68078d40 Michael Friswell Michael Friswell true false 2019-11-08 A strongly nonlinear system often has multiple solutions under harmonic excitation. However, measuring all of these multiple responses in structural dynamics is challenging because often one solution is unstable and difficult to obtain. The standard stepped sine approach is to fix the harmonic excitation force amplitude, and step the excitation frequency up or down. This leads to the well-known jump phenomenon, and captures at most two stable solutions. Alternatively, the excitation frequency can be fixed and the amplitude swept up or down, although this also leads to jumps in the response. Recently, experimental continuation methods have successfully measured all solutions, including the unstable solutions, via active control. This paper takes a different approach and exploits the dynamics of the electromagnetic exciter to both stabilize the unstable solution, and also to track the solutions continuously, without any jumps. This is achieved by monotonically increasing or decreasing the voltage applied to the exciter at a fixed frequency, and using the force drop-out phenomenon through the resonance to control the force applied to the structure. In these tests, the input voltage then defines the continuation parameter, rather than force amplitude or frequency in the standard tests. The obvious advantage of this method is that there is no feedback control of the excitation and it is easy to implement. A strongly nonlinear single degree of freedom system is used to demonstrate this method. Journal Article Mechanical Systems and Signal Processing 140 106474 Elsevier BV 0888-3270 Force drop-out phenomena, Multivalued response curves, Continuation, Nonlinear system 1 6 2020 2020-06-01 10.1016/j.ymssp.2019.106474 COLLEGE NANME COLLEGE CODE Swansea University 2022-11-15T16:14:39.5793622 2019-11-08T10:05:00.6406812 Faculty of Science and Engineering School of Engineering and Applied Sciences - Uncategorised Genbei Zhang 1 Chaoping Zang 2 Michael Friswell 3 52683__15830__2a9f5d05da8b4f448b00349d8c28a2da.pdf zhang2019(8).pdf 2019-11-08T10:08:31.8282227 Output 1735207 application/pdf Accepted Manuscript true 2020-11-07T00:00:00.0000000 true eng |
title |
Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics |
spellingShingle |
Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics Michael Friswell |
title_short |
Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics |
title_full |
Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics |
title_fullStr |
Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics |
title_full_unstemmed |
Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics |
title_sort |
Measurement of multivalued response curves of a strongly nonlinear system by exploiting exciter dynamics |
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5894777b8f9c6e64bde3568d68078d40 |
author_id_fullname_str_mv |
5894777b8f9c6e64bde3568d68078d40_***_Michael Friswell |
author |
Michael Friswell |
author2 |
Genbei Zhang Chaoping Zang Michael Friswell |
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Mechanical Systems and Signal Processing |
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140 |
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106474 |
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2020 |
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Swansea University |
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0888-3270 |
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10.1016/j.ymssp.2019.106474 |
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Elsevier BV |
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School of Engineering and Applied Sciences - Uncategorised{{{_:::_}}}Faculty of Science and Engineering{{{_:::_}}}School of Engineering and Applied Sciences - Uncategorised |
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description |
A strongly nonlinear system often has multiple solutions under harmonic excitation. However, measuring all of these multiple responses in structural dynamics is challenging because often one solution is unstable and difficult to obtain. The standard stepped sine approach is to fix the harmonic excitation force amplitude, and step the excitation frequency up or down. This leads to the well-known jump phenomenon, and captures at most two stable solutions. Alternatively, the excitation frequency can be fixed and the amplitude swept up or down, although this also leads to jumps in the response. Recently, experimental continuation methods have successfully measured all solutions, including the unstable solutions, via active control. This paper takes a different approach and exploits the dynamics of the electromagnetic exciter to both stabilize the unstable solution, and also to track the solutions continuously, without any jumps. This is achieved by monotonically increasing or decreasing the voltage applied to the exciter at a fixed frequency, and using the force drop-out phenomenon through the resonance to control the force applied to the structure. In these tests, the input voltage then defines the continuation parameter, rather than force amplitude or frequency in the standard tests. The obvious advantage of this method is that there is no feedback control of the excitation and it is easy to implement. A strongly nonlinear single degree of freedom system is used to demonstrate this method. |
published_date |
2020-06-01T13:48:42Z |
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1821957131890327552 |
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11.048149 |