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    Transverse Vibrations of Viscoelastic Sandwich Beams via Galerkin-Based State-Space Approach

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
    Author:
    Alessandro Palmeri
    ,
    Evangelos Ntotsios
    DOI: 10.1061/(ASCE)EM.1943-7889.0001069
    Publisher: American Society of Civil Engineers
    Abstract: A new state-space model is formulated for the dynamic analysis of sandwich beams that are made of two thin elastic layers continuously joined by a shear-type viscoelastic (VE) core. The model can accommodate different boundary conditions for each outer layer and accounts for the rate-dependent constitutive law of the core through additional state variables. The mathematical derivation is presented with the Standard Linear Solid (SLS) model (i.e., a primary elastic spring in parallel with a single Maxwell element) and then extended to the generalized Maxwell (GM) model. The kinematics equations are developed by means of Galerkin-type approximations for the fields of axial and transverse displacements in the outer layers, and imposing the pertinent compatibility conditions at the interface with the core. Numerical examples demonstrate the accuracy and versatility of the proposed approach, which endeavors to represent the effects of the VE memory on the vibration of composite beams.
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      Transverse Vibrations of Viscoelastic Sandwich Beams via Galerkin-Based State-Space Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243084
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    • Journal of Engineering Mechanics

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    contributor authorAlessandro Palmeri
    contributor authorEvangelos Ntotsios
    date accessioned2017-12-30T12:53:53Z
    date available2017-12-30T12:53:53Z
    date issued2016
    identifier other%28ASCE%29EM.1943-7889.0001069.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243084
    description abstractA new state-space model is formulated for the dynamic analysis of sandwich beams that are made of two thin elastic layers continuously joined by a shear-type viscoelastic (VE) core. The model can accommodate different boundary conditions for each outer layer and accounts for the rate-dependent constitutive law of the core through additional state variables. The mathematical derivation is presented with the Standard Linear Solid (SLS) model (i.e., a primary elastic spring in parallel with a single Maxwell element) and then extended to the generalized Maxwell (GM) model. The kinematics equations are developed by means of Galerkin-type approximations for the fields of axial and transverse displacements in the outer layers, and imposing the pertinent compatibility conditions at the interface with the core. Numerical examples demonstrate the accuracy and versatility of the proposed approach, which endeavors to represent the effects of the VE memory on the vibration of composite beams.
    publisherAmerican Society of Civil Engineers
    titleTransverse Vibrations of Viscoelastic Sandwich Beams via Galerkin-Based State-Space Approach
    typeJournal Paper
    journal volume142
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001069
    page04016036
    treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian