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    Stress Field in Finite Width Axisymmetric Wound Rolls

    Source: Journal of Applied Mechanics:;2002:;volume( 069 ):;issue: 002::page 130
    Author:
    Y. M. Lee
    ,
    Associate Mem. ASME
    ,
    J. A. Wickert
    DOI: 10.1115/1.1429934
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A model is developed for predicting the stress field within a wound roll of web material, in which the radial, circumferential, transverse, and shear stresses can vary in both the roll’s radial and cross-web (transverse) directions. As has been the case in previous wound roll stress analyses based on one-dimensional models, the present approach accounts for the anisotropic and nonlinear material properties of the layered web material, and the incremental manner in which the roll is wound. In addition, the present development accounts for arbitrary cross-sectional geometry and material of the core, and the presence of nonuniform tension across the web’s width during winding. The solution is developed through an axisymmetric, two-dimensional, finite element analysis which couples individual models of the core and layered web region substructures. The core’s stiffness matrix at the core-web interface provides a mixed boundary condition for the web region’s first layer. In several parameter studies, variations of the stress components in the roll’s radial and cross-width directions are discussed and compared with predictions of the simpler companion one-dimensional model. The character of the stress field at the web region’s free edges and along the core-web interface, and the possibility of stress concentration or singularity existing there, are also discussed.
    keyword(s): Stress AND Tension ,
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      Stress Field in Finite Width Axisymmetric Wound Rolls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/126304
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    contributor authorY. M. Lee
    contributor authorAssociate Mem. ASME
    contributor authorJ. A. Wickert
    date accessioned2017-05-09T00:06:41Z
    date available2017-05-09T00:06:41Z
    date copyrightMarch, 2002
    date issued2002
    identifier issn0021-8936
    identifier otherJAMCAV-26532#130_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/126304
    description abstractA model is developed for predicting the stress field within a wound roll of web material, in which the radial, circumferential, transverse, and shear stresses can vary in both the roll’s radial and cross-web (transverse) directions. As has been the case in previous wound roll stress analyses based on one-dimensional models, the present approach accounts for the anisotropic and nonlinear material properties of the layered web material, and the incremental manner in which the roll is wound. In addition, the present development accounts for arbitrary cross-sectional geometry and material of the core, and the presence of nonuniform tension across the web’s width during winding. The solution is developed through an axisymmetric, two-dimensional, finite element analysis which couples individual models of the core and layered web region substructures. The core’s stiffness matrix at the core-web interface provides a mixed boundary condition for the web region’s first layer. In several parameter studies, variations of the stress components in the roll’s radial and cross-width directions are discussed and compared with predictions of the simpler companion one-dimensional model. The character of the stress field at the web region’s free edges and along the core-web interface, and the possibility of stress concentration or singularity existing there, are also discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStress Field in Finite Width Axisymmetric Wound Rolls
    typeJournal Paper
    journal volume69
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1429934
    journal fristpage130
    journal lastpage138
    identifier eissn1528-9036
    keywordsStress AND Tension
    treeJournal of Applied Mechanics:;2002:;volume( 069 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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