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    Hybrid Damping Through Intelligent Constrained Layer Treatments

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 003::page 341
    Author:
    I. Y. Shen
    DOI: 10.1115/1.2930434
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper is to propose a viable hybrid damping design that integrates active and passive dampings through intelligent constrained layer (ICL) treatments. This design consists of a viscoelastic shear layer sandwiched between a piezoelectric constraining cover sheet and the structure to be damped. According to measured vibration response of the structure, a feedback controller regulates axial deformation of the piezoelectric layer to perform active vibration control. In the meantime, the viscoelastic shear layer provides additional passive damping. The active damping component of this design will produce adjustable and significant damping. The passive damping component of this design will increase gain and phase margins, eliminate spillover, reduce power consumption, improve robustness and reliability of the system, and reduce vibration response at high frequency ranges where active damping is difficult to implement. To model the dynamics of ICL, an eighth-order matrix differential equation governing bending and axial vibrations of an elastic beam with the ICL treatment is derived. The observability, controllability, and stability of ICL are discussed qualitatively for several beam structures. ICL may render the system uncontrollable or unobservable or both depending on the boundary conditions of the system. Finally, two examples are illustrated in this paper. The first example illustrates how an ICL damping treatment, which consists of an idealized, distributed sensor and a proportional-plus-derivative feedback controller, can reduce bending vibration of a semi-infinite elastic beam subjected to harmonic excitations. The second example is to apply an ICL damping treatment to a cantilever beam subjected to combined axial and bending vibrations. Numerical results show that ICL will produce significant damping.
    keyword(s): Damping , Vibration , Design , Active damping , Passive damping , Feedback , Control equipment , Shear (Mechanics) , Vibration control , Cantilever beams , Reliability , Dynamics (Mechanics) , Stability , Deformation , Sensors , Robustness , Boundary-value problems , Energy consumption AND Differential equations ,
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      Hybrid Damping Through Intelligent Constrained Layer Treatments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/114644
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    • Journal of Vibration and Acoustics

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    contributor authorI. Y. Shen
    date accessioned2017-05-08T23:46:02Z
    date available2017-05-08T23:46:02Z
    date copyrightJuly, 1994
    date issued1994
    identifier issn1048-9002
    identifier otherJVACEK-28815#341_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114644
    description abstractThis paper is to propose a viable hybrid damping design that integrates active and passive dampings through intelligent constrained layer (ICL) treatments. This design consists of a viscoelastic shear layer sandwiched between a piezoelectric constraining cover sheet and the structure to be damped. According to measured vibration response of the structure, a feedback controller regulates axial deformation of the piezoelectric layer to perform active vibration control. In the meantime, the viscoelastic shear layer provides additional passive damping. The active damping component of this design will produce adjustable and significant damping. The passive damping component of this design will increase gain and phase margins, eliminate spillover, reduce power consumption, improve robustness and reliability of the system, and reduce vibration response at high frequency ranges where active damping is difficult to implement. To model the dynamics of ICL, an eighth-order matrix differential equation governing bending and axial vibrations of an elastic beam with the ICL treatment is derived. The observability, controllability, and stability of ICL are discussed qualitatively for several beam structures. ICL may render the system uncontrollable or unobservable or both depending on the boundary conditions of the system. Finally, two examples are illustrated in this paper. The first example illustrates how an ICL damping treatment, which consists of an idealized, distributed sensor and a proportional-plus-derivative feedback controller, can reduce bending vibration of a semi-infinite elastic beam subjected to harmonic excitations. The second example is to apply an ICL damping treatment to a cantilever beam subjected to combined axial and bending vibrations. Numerical results show that ICL will produce significant damping.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHybrid Damping Through Intelligent Constrained Layer Treatments
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2930434
    journal fristpage341
    journal lastpage349
    identifier eissn1528-8927
    keywordsDamping
    keywordsVibration
    keywordsDesign
    keywordsActive damping
    keywordsPassive damping
    keywordsFeedback
    keywordsControl equipment
    keywordsShear (Mechanics)
    keywordsVibration control
    keywordsCantilever beams
    keywordsReliability
    keywordsDynamics (Mechanics)
    keywordsStability
    keywordsDeformation
    keywordsSensors
    keywordsRobustness
    keywordsBoundary-value problems
    keywordsEnergy consumption AND Differential equations
    treeJournal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 003
    contenttypeFulltext
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