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    Plastic Instability of Cylindrical Shells With Rigid End Closures

    Source: Journal of Applied Mechanics:;1963:;volume( 030 ):;issue: 003::page 401
    Author:
    Martin A. Salmon
    DOI: 10.1115/1.3636569
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Solutions are obtained for the large plastic deformations of a cylindrical membrane with rigid end closures subjected to an internal pressure loading. A plastic linearly hardening material obeying Tresca’s yield criterion and the associated flow rule is considered. It is found that, in general, a shell passes through three stages of deformation, finally assuming a spherical shape. The instability pressure (maximum pressure) may be reached in any of the stages depending on the length/diameter ratio of the shell and the hardening modulus of the material. Although numerical integration is required to obtain solutions for shells in the first stages of deformation, the solution in the final stage is given in closed form.
    keyword(s): Pipes , Shells , Pressure , Deformation , Hardening , Flow (Dynamics) , Membranes AND Shapes ,
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      Plastic Instability of Cylindrical Shells With Rigid End Closures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/92968
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    contributor authorMartin A. Salmon
    date accessioned2017-05-08T23:08:07Z
    date available2017-05-08T23:08:07Z
    date copyrightSeptember, 1963
    date issued1963
    identifier issn0021-8936
    identifier otherJAMCAV-25720#401_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92968
    description abstractSolutions are obtained for the large plastic deformations of a cylindrical membrane with rigid end closures subjected to an internal pressure loading. A plastic linearly hardening material obeying Tresca’s yield criterion and the associated flow rule is considered. It is found that, in general, a shell passes through three stages of deformation, finally assuming a spherical shape. The instability pressure (maximum pressure) may be reached in any of the stages depending on the length/diameter ratio of the shell and the hardening modulus of the material. Although numerical integration is required to obtain solutions for shells in the first stages of deformation, the solution in the final stage is given in closed form.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePlastic Instability of Cylindrical Shells With Rigid End Closures
    typeJournal Paper
    journal volume30
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3636569
    journal fristpage401
    journal lastpage409
    identifier eissn1528-9036
    keywordsPipes
    keywordsShells
    keywordsPressure
    keywordsDeformation
    keywordsHardening
    keywordsFlow (Dynamics)
    keywordsMembranes AND Shapes
    treeJournal of Applied Mechanics:;1963:;volume( 030 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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