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    Analysis of Sandwich Plates with Isotropic Face Plates and a Viscoelastic Core

    Source: Journal of Vibration and Acoustics:;2000:;volume( 122 ):;issue: 003::page 305
    Author:
    Gang Wang
    ,
    Graduate Research Assistant
    ,
    Sudha Veeramani
    ,
    Graduate Research Assistant
    ,
    Norman M. Wereley
    DOI: 10.1115/1.1303065
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Experimental and analytical validations of a Galerkin assumed modes analysis of sandwich plates are presented in this paper. The 3-layered sandwich plate specimen consists of isotropic face-plates with surface bonded piezo-electric patch actuators, and a viscoelastic core. The experimental validation is conducted by testing sandwich plates that are 67.31 cm (26.5 in.) long, 52.07 cm (20.5 in.) wide and nominally 0.16 cm (1/16 in.) thick. The analysis includes the membrane and transverse energies in the face plates, and shear energies in the core. The shear modulus of the dissipative core is assumed to be complex and variant with frequency and temperature. The Golla-Hughes-McTavish (GHM) method is used to account for the frequency dependent properties of the viscoelastic core. Experiments were conducted on symmetric and asymmetric sandwich plates with aluminum face-plates under clamped boundary conditions to validate the model for isotropic face-plates. The maximum error in damped natural frequency predictions obtained via the assumed modes solution is <11 percent. Analytical studies on the influence of the number of assumed modes in the Galerkin approximation have been conducted. Error in the first plate bending mode is 112 percent when only a single in-plane mode is used; error reduces to 3.95 percent as the number of in-plane modes is increased to 25 in each of the in-plane directions. [S0739-3717(00)00703-0]
    keyword(s): Plates (structures) , Errors , Shear (Mechanics) , Frequency AND Stiffness ,
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      Analysis of Sandwich Plates with Isotropic Face Plates and a Viscoelastic Core

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    contributor authorGang Wang
    contributor authorGraduate Research Assistant
    contributor authorSudha Veeramani
    contributor authorGraduate Research Assistant
    contributor authorNorman M. Wereley
    date accessioned2017-05-09T00:03:47Z
    date available2017-05-09T00:03:47Z
    date copyrightJuly, 2000
    date issued2000
    identifier issn1048-9002
    identifier otherJVACEK-28852#305_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124564
    description abstractExperimental and analytical validations of a Galerkin assumed modes analysis of sandwich plates are presented in this paper. The 3-layered sandwich plate specimen consists of isotropic face-plates with surface bonded piezo-electric patch actuators, and a viscoelastic core. The experimental validation is conducted by testing sandwich plates that are 67.31 cm (26.5 in.) long, 52.07 cm (20.5 in.) wide and nominally 0.16 cm (1/16 in.) thick. The analysis includes the membrane and transverse energies in the face plates, and shear energies in the core. The shear modulus of the dissipative core is assumed to be complex and variant with frequency and temperature. The Golla-Hughes-McTavish (GHM) method is used to account for the frequency dependent properties of the viscoelastic core. Experiments were conducted on symmetric and asymmetric sandwich plates with aluminum face-plates under clamped boundary conditions to validate the model for isotropic face-plates. The maximum error in damped natural frequency predictions obtained via the assumed modes solution is <11 percent. Analytical studies on the influence of the number of assumed modes in the Galerkin approximation have been conducted. Error in the first plate bending mode is 112 percent when only a single in-plane mode is used; error reduces to 3.95 percent as the number of in-plane modes is increased to 25 in each of the in-plane directions. [S0739-3717(00)00703-0]
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAnalysis of Sandwich Plates with Isotropic Face Plates and a Viscoelastic Core
    typeJournal Paper
    journal volume122
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.1303065
    journal fristpage305
    journal lastpage312
    identifier eissn1528-8927
    keywordsPlates (structures)
    keywordsErrors
    keywordsShear (Mechanics)
    keywordsFrequency AND Stiffness
    treeJournal of Vibration and Acoustics:;2000:;volume( 122 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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