Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development

New method for semi-active control of vibrating structures is introduced. So-called Prestress Accumulation-Release (PAR) strategy aims at releasing of the strain energy accumulated in the structure during its deformation process. The strain energy is converted into kinetic energy of higher modes of...

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Main Authors: A. Mroz, A. Orlowska, J. Holnicki-Szulc
Format: Article
Language:English
Published: Hindawi Limited 2010-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.3233/SAV-2010-0502
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spelling doaj-c620d26071b34c34bc563986e33a831b2020-11-25T00:22:52ZengHindawi LimitedShock and Vibration1070-96221875-92032010-01-0117212313610.3233/SAV-2010-0502Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy DevelopmentA. Mroz0A. Orlowska1J. Holnicki-Szulc2Polish Academy of Sciences, Institute of Fundamental Technological Research, Smart Technology Centre, ul. Pawinskiego 5B, 02-106 Warszawa, PolandPolish Academy of Sciences, Institute of Fundamental Technological Research, Smart Technology Centre, ul. Pawinskiego 5B, 02-106 Warszawa, PolandPolish Academy of Sciences, Institute of Fundamental Technological Research, Smart Technology Centre, ul. Pawinskiego 5B, 02-106 Warszawa, PolandNew method for semi-active control of vibrating structures is introduced. So-called Prestress Accumulation-Release (PAR) strategy aims at releasing of the strain energy accumulated in the structure during its deformation process. The strain energy is converted into kinetic energy of higher modes of vibration which is suppressed with structural damping or by means of a damping device. The adaptation process essentially affects the first mode vibrations by introducing an elastic force that opposes the movement. Numerical simulations as well as experimental results prove that the strategy can be very effective in mitigating of the fundamental mode of a free – vibrating structure. In a numerical example 95% of the vibration amplitude was mitigated after two cycles. An experimental demonstrator shows 85% reduction of the amplitude in a cantilever free- vibrations. In much more complex practical problems smaller portion of total energy can be released from the system in each cycle, nevertheless the strategy could be applied to mitigate the vibrations of, for example, pipeline systems or pedestrian walkways.http://dx.doi.org/10.3233/SAV-2010-0502
collection DOAJ
language English
format Article
sources DOAJ
author A. Mroz
A. Orlowska
J. Holnicki-Szulc
spellingShingle A. Mroz
A. Orlowska
J. Holnicki-Szulc
Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development
Shock and Vibration
author_facet A. Mroz
A. Orlowska
J. Holnicki-Szulc
author_sort A. Mroz
title Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development
title_short Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development
title_full Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development
title_fullStr Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development
title_full_unstemmed Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development
title_sort semi-active damping of vibrations. prestress accumulation-release strategy development
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2010-01-01
description New method for semi-active control of vibrating structures is introduced. So-called Prestress Accumulation-Release (PAR) strategy aims at releasing of the strain energy accumulated in the structure during its deformation process. The strain energy is converted into kinetic energy of higher modes of vibration which is suppressed with structural damping or by means of a damping device. The adaptation process essentially affects the first mode vibrations by introducing an elastic force that opposes the movement. Numerical simulations as well as experimental results prove that the strategy can be very effective in mitigating of the fundamental mode of a free – vibrating structure. In a numerical example 95% of the vibration amplitude was mitigated after two cycles. An experimental demonstrator shows 85% reduction of the amplitude in a cantilever free- vibrations. In much more complex practical problems smaller portion of total energy can be released from the system in each cycle, nevertheless the strategy could be applied to mitigate the vibrations of, for example, pipeline systems or pedestrian walkways.
url http://dx.doi.org/10.3233/SAV-2010-0502
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