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    Thermoelastoviscoplastic Buckling Behavior of Cylindrical Shells

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 001
    Author:
    Y. Song
    ,
    I. Sheinman
    ,
    G. J. Simitses
    DOI: 10.1061/(ASCE)0733-9399(1995)121:1(62)
    Publisher: American Society of Civil Engineers
    Abstract: The thermoelastoviscoplastic buckling behavior of cylindrical shells under axial compression is investigated. The analysis is based on nonlinear kinematic relations and nonlinear rate-dependent unified constitutive equations. Bodner-Partom's model is employed to represent the thermoelastoviscoplastic material behavior. The material model does not separate the inelastic deformation into time-dependent (creep) and time-independent (plastic) deformations. It can cover elastic and inelastic material behavior, and temperature effects simultaneously. A finite-element approach which with a two-phase solution scheme for the unified constitutive equations is employed to predict the inelastic buckling behavior of the structure. Numerical examples are given to demonstrate the change of critical load, deformation mode, and the load-carrying capability in the postbuckling stage. The effects of several parameters, which include temperature, small initial imperfections, and the thickness of the shell are assessed. The creep buckling is also studied as an example of the time-dependent deformation.
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      Thermoelastoviscoplastic Buckling Behavior of Cylindrical Shells

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    http://yetl.yabesh.ir/yetl1/handle/yetl/79307
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    contributor authorY. Song
    contributor authorI. Sheinman
    contributor authorG. J. Simitses
    date accessioned2017-05-08T22:23:16Z
    date available2017-05-08T22:23:16Z
    date copyrightJanuary 1995
    date issued1995
    identifier other43885676.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79307
    description abstractThe thermoelastoviscoplastic buckling behavior of cylindrical shells under axial compression is investigated. The analysis is based on nonlinear kinematic relations and nonlinear rate-dependent unified constitutive equations. Bodner-Partom's model is employed to represent the thermoelastoviscoplastic material behavior. The material model does not separate the inelastic deformation into time-dependent (creep) and time-independent (plastic) deformations. It can cover elastic and inelastic material behavior, and temperature effects simultaneously. A finite-element approach which with a two-phase solution scheme for the unified constitutive equations is employed to predict the inelastic buckling behavior of the structure. Numerical examples are given to demonstrate the change of critical load, deformation mode, and the load-carrying capability in the postbuckling stage. The effects of several parameters, which include temperature, small initial imperfections, and the thickness of the shell are assessed. The creep buckling is also studied as an example of the time-dependent deformation.
    publisherAmerican Society of Civil Engineers
    titleThermoelastoviscoplastic Buckling Behavior of Cylindrical Shells
    typeJournal Paper
    journal volume121
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1995)121:1(62)
    treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 001
    contenttypeFulltext
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