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    A Novel Constrained-Layer Damper for Vibration Mitigation of High-Mast Illumination Poles

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 006::page 04025017-1
    Author:
    Mona Shaheen
    ,
    Jian Li
    ,
    Caroline R. Bennett
    ,
    William N. Collins
    DOI: 10.1061/JENMDT.EMENG-8200
    Publisher: American Society of Civil Engineers
    Abstract: This study proposes a novel constrained-layer damper (CLD) design for reducing buffeting-induced vibration on high-mast illumination poles (HMIPs). The conventional CLD utilizes a single-piece constraining layer, making it ineffective when applied to circular sections due to the overlapping neutral axes between the constraining layer and the base structure. To address this issue, the proposed CLD incorporates several longitudinal slits in the constraining layer such that the neutral axes of the slitted constraining layer are separated from the base structure. This design enables the viscoelastic layer to develop shear strain under the bending deformation of the base structure, thereby developing viscoelastic damping to mitigate vibrations. Comprehensive numerical simulations were conducted to examine the impact of different CLD parameters on damping enhancement for tubular structures, including the thickness of the viscoelastic layer, the thickness of the constraining layer, and the percentage of longitudinal coverage. The study found that the proposed CLD can increase the damping level of the HMIP to 235% of the inherent damping of the HMIP and reduce its steady-state response at resonance by 57%.
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      A Novel Constrained-Layer Damper for Vibration Mitigation of High-Mast Illumination Poles

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4309416
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    • Journal of Engineering Mechanics

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    contributor authorMona Shaheen
    contributor authorJian Li
    contributor authorCaroline R. Bennett
    contributor authorWilliam N. Collins
    date accessioned2026-02-16T21:34:52Z
    date available2026-02-16T21:34:52Z
    date copyright2025/06/01
    date issued2025
    identifier otherJENMDT.EMENG-8200.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309416
    description abstractThis study proposes a novel constrained-layer damper (CLD) design for reducing buffeting-induced vibration on high-mast illumination poles (HMIPs). The conventional CLD utilizes a single-piece constraining layer, making it ineffective when applied to circular sections due to the overlapping neutral axes between the constraining layer and the base structure. To address this issue, the proposed CLD incorporates several longitudinal slits in the constraining layer such that the neutral axes of the slitted constraining layer are separated from the base structure. This design enables the viscoelastic layer to develop shear strain under the bending deformation of the base structure, thereby developing viscoelastic damping to mitigate vibrations. Comprehensive numerical simulations were conducted to examine the impact of different CLD parameters on damping enhancement for tubular structures, including the thickness of the viscoelastic layer, the thickness of the constraining layer, and the percentage of longitudinal coverage. The study found that the proposed CLD can increase the damping level of the HMIP to 235% of the inherent damping of the HMIP and reduce its steady-state response at resonance by 57%.
    publisherAmerican Society of Civil Engineers
    titleA Novel Constrained-Layer Damper for Vibration Mitigation of High-Mast Illumination Poles
    typeJournal Article
    journal volume151
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-8200
    journal fristpage04025017-1
    journal lastpage04025017-11
    page11
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 006
    contenttypeFulltext
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