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    Evaluation of Vibration Damping of Glass-Reinforced-Polymer-Reinforced Glulam Composite Beams

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author:
    M. Naghipour
    ,
    F. Taheri
    ,
    G. P. Zou
    DOI: 10.1061/(ASCE)0733-9445(2005)131:7(1044)
    Publisher: American Society of Civil Engineers
    Abstract: A systematic experimental investigation was conducted to evaluate the damping ratios of unreinforced glulam beams, and glulam beams reinforced with E-glass reinforced epoxy polymer (GRP) plates. The methods considered were the logarithmic decrement, the Hilbert transform, the moving block, and the half band power (HBP) methods. A modification to the HPB method is proposed to improve the method’s accuracy when considering materials with relatively high damping ratios. The influence of the lay up sequence, thickness, and through-the-depth location of the GRP plate on damping of the composite beams is also investigated. The results obtained from our experimental and numerical investigations show that the proposed modification to the HPB method could effectively improve the accuracy of the method when considering the vibration damping of composite materials possessing relatively high level of damping.
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      Evaluation of Vibration Damping of Glass-Reinforced-Polymer-Reinforced Glulam Composite Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34574
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    • Journal of Structural Engineering

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    contributor authorM. Naghipour
    contributor authorF. Taheri
    contributor authorG. P. Zou
    date accessioned2017-05-08T20:59:27Z
    date available2017-05-08T20:59:27Z
    date copyrightJuly 2005
    date issued2005
    identifier other%28asce%290733-9445%282005%29131%3A7%281044%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34574
    description abstractA systematic experimental investigation was conducted to evaluate the damping ratios of unreinforced glulam beams, and glulam beams reinforced with E-glass reinforced epoxy polymer (GRP) plates. The methods considered were the logarithmic decrement, the Hilbert transform, the moving block, and the half band power (HBP) methods. A modification to the HPB method is proposed to improve the method’s accuracy when considering materials with relatively high damping ratios. The influence of the lay up sequence, thickness, and through-the-depth location of the GRP plate on damping of the composite beams is also investigated. The results obtained from our experimental and numerical investigations show that the proposed modification to the HPB method could effectively improve the accuracy of the method when considering the vibration damping of composite materials possessing relatively high level of damping.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Vibration Damping of Glass-Reinforced-Polymer-Reinforced Glulam Composite Beams
    typeJournal Paper
    journal volume131
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2005)131:7(1044)
    treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
    contenttypeFulltext
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