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    Optimum Design and Control of Active Constrained Layer Damping

    Source: Journal of Vibration and Acoustics:;1995:;volume( 117 ):;issue: B::page 135
    Author:
    A. Baz
    ,
    J. Ro
    DOI: 10.1115/1.2838655
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Conventional Passive Constrained Layer Damping (PCLD) treatments with viscoelastic cores are provided with built-in sensing and actuation capabilities to actively control and enhance their vibration damping characteristics. The design parameters and control gains of the resulting Active Constrained Layer Damping (ACLD) treatments are optimally selected, in this paper, for fully-treated beams using rational design procedures. The optimal thickness and shear modulus of the passive visco-elastic core are determined first to maximize the modal damping ratios and minimize the total weight of the damping treatment. The control gains of the ACLD are then selected using optimal control theory to minimize a weighted sum of the vibrational and control energies. The theoretical performance of beams treated with the optimally selected ACLD treatment is determined at different excitation frequencies and operating temperatures. Comparisons are made with the performance of beams treated with optimal PCLD treatments and untreated beams which are controlled only by conventional Active Controllers (AC). The results obtained emphasize the potential of the optimally designed ACLD as an effective means for providing broad-band attenuation capabilities over wide range or operating temperatures as compared to PCLD treatments.
    keyword(s): Active damping , Design , Damping , Operating temperature , Weight (Mass) , Control equipment , Optimal control , Vibration , Frequency , Shear modulus AND Thickness ,
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      Optimum Design and Control of Active Constrained Layer Damping

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/116254
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    contributor authorA. Baz
    contributor authorJ. Ro
    date accessioned2017-05-08T23:48:49Z
    date available2017-05-08T23:48:49Z
    date copyrightJune, 1995
    date issued1995
    identifier issn1048-9002
    identifier otherJVACEK-28827#135_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/116254
    description abstractConventional Passive Constrained Layer Damping (PCLD) treatments with viscoelastic cores are provided with built-in sensing and actuation capabilities to actively control and enhance their vibration damping characteristics. The design parameters and control gains of the resulting Active Constrained Layer Damping (ACLD) treatments are optimally selected, in this paper, for fully-treated beams using rational design procedures. The optimal thickness and shear modulus of the passive visco-elastic core are determined first to maximize the modal damping ratios and minimize the total weight of the damping treatment. The control gains of the ACLD are then selected using optimal control theory to minimize a weighted sum of the vibrational and control energies. The theoretical performance of beams treated with the optimally selected ACLD treatment is determined at different excitation frequencies and operating temperatures. Comparisons are made with the performance of beams treated with optimal PCLD treatments and untreated beams which are controlled only by conventional Active Controllers (AC). The results obtained emphasize the potential of the optimally designed ACLD as an effective means for providing broad-band attenuation capabilities over wide range or operating temperatures as compared to PCLD treatments.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOptimum Design and Control of Active Constrained Layer Damping
    typeJournal Paper
    journal volume117
    journal issueB
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2838655
    journal fristpage135
    journal lastpage144
    identifier eissn1528-8927
    keywordsActive damping
    keywordsDesign
    keywordsDamping
    keywordsOperating temperature
    keywordsWeight (Mass)
    keywordsControl equipment
    keywordsOptimal control
    keywordsVibration
    keywordsFrequency
    keywordsShear modulus AND Thickness
    treeJournal of Vibration and Acoustics:;1995:;volume( 117 ):;issue: B
    contenttypeFulltext
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