Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper

As an essential component of offshore bridges, stay cables are prone to vibrations due to their low inherent damping characteristics. Various dampers have been used for cable vibration control; however, the experimental research and theoretical study of inertial dampers on real cables have not been...

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Main Authors: Jing Liu, Dong Liang, Liu Yang, Lida Wang, Xiaowei Zhang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/5322548
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author Jing Liu
Dong Liang
Liu Yang
Lida Wang
Xiaowei Zhang
author_facet Jing Liu
Dong Liang
Liu Yang
Lida Wang
Xiaowei Zhang
author_sort Jing Liu
collection DOAJ
description As an essential component of offshore bridges, stay cables are prone to vibrations due to their low inherent damping characteristics. Various dampers have been used for cable vibration control; however, the experimental research and theoretical study of inertial dampers on real cables have not been conducted sufficiently. This study aims to investigate the damping performance of a novel viscous inertial damper (VID) and focuses on the frequency-dependent and displacement amplification phenomena of a cable-damper system. Tests were first conducted to verify the energy consumption capacity of a prototype damper. A shallow cable-VID system was established. Theoretically, complex-valued modes were analyzed to determine the influence of the inertial and viscous coefficients on the cable’s frequency and mode damping ratio. The test results and numerical analysis show that the VID has a good damping effect on the shallow cable. Considering multiple adjacent cable modes, the inertial and viscous coefficients can be optimized. After optimizing, the VID can simultaneously maximize both adjacent symmetric and antisymmetric modes’ damping ratios. The two frequencies are almost the same. The displacement amplification of the VID shows that a VID can overcome the shortcomings of displacement loss caused by traditional oil dampers. The implications of these findings of the VID on shallow cable are discussed, which will guide future research and applications of the VID or other inerter dampers.
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institution Kabale University
issn 1070-9622
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language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-0616cf246b384709896fe353b06cdc152025-02-03T06:12:20ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/53225485322548Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial DamperJing Liu0Dong Liang1Liu Yang2Lida Wang3Xiaowei Zhang4School of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, ChinaAs an essential component of offshore bridges, stay cables are prone to vibrations due to their low inherent damping characteristics. Various dampers have been used for cable vibration control; however, the experimental research and theoretical study of inertial dampers on real cables have not been conducted sufficiently. This study aims to investigate the damping performance of a novel viscous inertial damper (VID) and focuses on the frequency-dependent and displacement amplification phenomena of a cable-damper system. Tests were first conducted to verify the energy consumption capacity of a prototype damper. A shallow cable-VID system was established. Theoretically, complex-valued modes were analyzed to determine the influence of the inertial and viscous coefficients on the cable’s frequency and mode damping ratio. The test results and numerical analysis show that the VID has a good damping effect on the shallow cable. Considering multiple adjacent cable modes, the inertial and viscous coefficients can be optimized. After optimizing, the VID can simultaneously maximize both adjacent symmetric and antisymmetric modes’ damping ratios. The two frequencies are almost the same. The displacement amplification of the VID shows that a VID can overcome the shortcomings of displacement loss caused by traditional oil dampers. The implications of these findings of the VID on shallow cable are discussed, which will guide future research and applications of the VID or other inerter dampers.http://dx.doi.org/10.1155/2021/5322548
spellingShingle Jing Liu
Dong Liang
Liu Yang
Lida Wang
Xiaowei Zhang
Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper
Shock and Vibration
title Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper
title_full Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper
title_fullStr Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper
title_full_unstemmed Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper
title_short Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper
title_sort prototype test and numerical analysis of a shallow cable with novel viscous inertial damper
url http://dx.doi.org/10.1155/2021/5322548
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