Vibration control in smart coupled beams subjected to pulse excitations

Dominik Pisarski , Czesław Bajer , B. Dyniewicz , Jacek Mateusz Bajkowski

Abstract

In this paper, a control method to stabilize the vibration of adjacent structures is presented. The control is realized by changes of the stiffness parameters of the structure׳s couplers. A pulse excitation applied to the coupled adjacent beams is imposed as the kinematic excitation. For such a representation, the designed control law provides the best rate of energy dissipation. By means of a stability analysis, the performance in different structural settings is studied. The efficiency of the proposed strategy is examined via numerical simulations. In terms of the assumed energy metric, the controlled structure outperforms its passively damped equivalent by over 50 percent. The functionality of the proposed control strategy should attract the attention of practising engineers who seek solutions to upgrade existing damping systems.

Author Dominik Pisarski - [Institute of Fundamental Technological Research of the Polish Academy of Sciences]
Dominik Pisarski,,
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, Czesław Bajer - [Institute of Fundamental Technological Research of the Polish Academy of Sciences]
Czesław Bajer,,
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, B. Dyniewicz - [Institute of Fundamental Technological Research of the Polish Academy of Sciences]
B. Dyniewicz,,
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, Jacek Mateusz Bajkowski (FPE / IMP)
Jacek Mateusz Bajkowski,,
- The Institute of Mechanics and Printing
Journal seriesJournal of Sound and Vibration, ISSN 0022-460X
Issue year2016
Vol380
Pages37-50
ASJC Classification2210 Mechanical Engineering; 2211 Mechanics of Materials; 3102 Acoustics and Ultrasonics; 3104 Condensed Matter Physics
DOIDOI:10.1016/j.jsv.2016.05.050
Languageen angielski
Score (nominal)35
Score sourcejournalList
ScoreMinisterial score = 35.0, 31-01-2020, ArticleFromJournal
Ministerial score (2013-2016) = 35.0, 31-01-2020, ArticleFromJournal
Publication indicators Scopus Citations = 10; WoS Citations = 10; Scopus SNIP (Source Normalised Impact per Paper): 2016 = 2.234; WoS Impact Factor: 2016 = 2.593 (2) - 2016=2.955 (5)
Citation count*13 (2020-08-24)
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* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
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