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    An Alternative Representation of the Elastic-Viscoelastic Correspondence Principle for Harmonic Oscillations

    Source: Journal of Applied Mechanics:;1977:;volume( 044 ):;issue: 001::page 57
    Author:
    G. Dasgupta
    ,
    J. L. Sackman
    DOI: 10.1115/1.3424014
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An alternative representation of the elastic-viscoelastic correspondence principle is derived for solids with identical damping characteristics in bulk and shear undergoing steady-state harmonic motion. This form is particularly useful when the elastic solution of the mechanical system is not available in closed form but is known only numerically, say as a tabular list. The analyticity property of the frequency response function is utilized to formulate a Dirichlet problem in the lower half of the complex plane with the elastic solution on the real line supplying the boundary data. The expression for the viscoelastic frequency response function is then obtained as an infinite integral in which the elastic frequency response and the viscoelastic parameters constitute the integrand. This integral may be evaluated numerically by quadrature to any desired degree of accuracy by suitably increasing the range of integration and employing a finer mesh. Any isolated singularity in the elastic response, like poles at the resonant frequencies, can be very accurately handled by using exact complex integration in the sense of Cauchy principal value. A simple example is presented to illustrate an application of this alternative formulation.
    keyword(s): Oscillations , Frequency response , Steady state , Solids , Poles (Building) , Harmonic motion , Shear (Mechanics) , Damping AND Frequency ,
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      An Alternative Representation of the Elastic-Viscoelastic Correspondence Principle for Harmonic Oscillations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/89593
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    contributor authorG. Dasgupta
    contributor authorJ. L. Sackman
    date accessioned2017-05-08T23:02:25Z
    date available2017-05-08T23:02:25Z
    date copyrightMarch, 1977
    date issued1977
    identifier issn0021-8936
    identifier otherJAMCAV-26068#57_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/89593
    description abstractAn alternative representation of the elastic-viscoelastic correspondence principle is derived for solids with identical damping characteristics in bulk and shear undergoing steady-state harmonic motion. This form is particularly useful when the elastic solution of the mechanical system is not available in closed form but is known only numerically, say as a tabular list. The analyticity property of the frequency response function is utilized to formulate a Dirichlet problem in the lower half of the complex plane with the elastic solution on the real line supplying the boundary data. The expression for the viscoelastic frequency response function is then obtained as an infinite integral in which the elastic frequency response and the viscoelastic parameters constitute the integrand. This integral may be evaluated numerically by quadrature to any desired degree of accuracy by suitably increasing the range of integration and employing a finer mesh. Any isolated singularity in the elastic response, like poles at the resonant frequencies, can be very accurately handled by using exact complex integration in the sense of Cauchy principal value. A simple example is presented to illustrate an application of this alternative formulation.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAn Alternative Representation of the Elastic-Viscoelastic Correspondence Principle for Harmonic Oscillations
    typeJournal Paper
    journal volume44
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3424014
    journal fristpage57
    journal lastpage60
    identifier eissn1528-9036
    keywordsOscillations
    keywordsFrequency response
    keywordsSteady state
    keywordsSolids
    keywordsPoles (Building)
    keywordsHarmonic motion
    keywordsShear (Mechanics)
    keywordsDamping AND Frequency
    treeJournal of Applied Mechanics:;1977:;volume( 044 ):;issue: 001
    contenttypeFulltext
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