Development of a Negative Stiffness Bistable Damper for Structural Vibration Control

Linear dampers have been widely applied for suppressing the dynamic responses of structures to mitigate their damage. However, the primary disadvantage of the classical linear damper is that it is vulnerable to detuning, which has become an issue of great importance recently due to a great reduction...

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Main Authors: Liming Fan, Chen Huang, Linsheng Huo
Format: Article
Language:English
Published: Hindawi Limited 2022-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2022/6397602
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author Liming Fan
Chen Huang
Linsheng Huo
author_facet Liming Fan
Chen Huang
Linsheng Huo
author_sort Liming Fan
collection DOAJ
description Linear dampers have been widely applied for suppressing the dynamic responses of structures to mitigate their damage. However, the primary disadvantage of the classical linear damper is that it is vulnerable to detuning, which has become an issue of great importance recently due to a great reduction in vibration control performance. To overcome the shortcoming, this study develops a negative stiffness bistable damper (NSBD) composed of a simple assembly consisting of a bistable buckling beam with a mass. Energy is dissipated through the transformation between the bistable states. The constitutive equation of the NSBD is derived to analyze the effects of the stiffness ratio, the arch-span ratio, and the damping ratio on its restoring capabilities. The vibration reduction effect of the NSBD is experimentally evaluated under different sinusoidal and seismic excitations in shaking table tests. The obtained results reveal that the NSBD can effectively restrain structural displacements.
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spelling doaj.art-c1d61a9637fb40a7a01d47f8da1c7e3a2024-11-02T04:15:31ZengHindawi LimitedShock and Vibration1875-92032022-01-01202210.1155/2022/6397602Development of a Negative Stiffness Bistable Damper for Structural Vibration ControlLiming Fan0Chen Huang1Linsheng Huo2State Key Laboratory of Coastal and Offshore EngineeringState Key Laboratory of Coastal and Offshore EngineeringState Key Laboratory of Coastal and Offshore EngineeringLinear dampers have been widely applied for suppressing the dynamic responses of structures to mitigate their damage. However, the primary disadvantage of the classical linear damper is that it is vulnerable to detuning, which has become an issue of great importance recently due to a great reduction in vibration control performance. To overcome the shortcoming, this study develops a negative stiffness bistable damper (NSBD) composed of a simple assembly consisting of a bistable buckling beam with a mass. Energy is dissipated through the transformation between the bistable states. The constitutive equation of the NSBD is derived to analyze the effects of the stiffness ratio, the arch-span ratio, and the damping ratio on its restoring capabilities. The vibration reduction effect of the NSBD is experimentally evaluated under different sinusoidal and seismic excitations in shaking table tests. The obtained results reveal that the NSBD can effectively restrain structural displacements.http://dx.doi.org/10.1155/2022/6397602
spellingShingle Liming Fan
Chen Huang
Linsheng Huo
Development of a Negative Stiffness Bistable Damper for Structural Vibration Control
Shock and Vibration
title Development of a Negative Stiffness Bistable Damper for Structural Vibration Control
title_full Development of a Negative Stiffness Bistable Damper for Structural Vibration Control
title_fullStr Development of a Negative Stiffness Bistable Damper for Structural Vibration Control
title_full_unstemmed Development of a Negative Stiffness Bistable Damper for Structural Vibration Control
title_short Development of a Negative Stiffness Bistable Damper for Structural Vibration Control
title_sort development of a negative stiffness bistable damper for structural vibration control
url http://dx.doi.org/10.1155/2022/6397602
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AT chenhuang developmentofanegativestiffnessbistabledamperforstructuralvibrationcontrol
AT linshenghuo developmentofanegativestiffnessbistabledamperforstructuralvibrationcontrol