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    A Bounding Principle in the Theory of Work-Hardening Plasticity

    Source: Journal of Applied Mechanics:;1969:;volume( 036 ):;issue: 002::page 228
    Author:
    J. F. Soechting
    ,
    R. H. Lance
    DOI: 10.1115/1.3564612
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A displacement bounding principle for continua loaded into the plastic range is presented. Use is made of Drucker’s inequality and the existence of a maximum complimentary work path between any two stress states. The bounding principle is applied to several examples.
    keyword(s): Plasticity , Work hardening , Stress AND Displacement ,
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      A Bounding Principle in the Theory of Work-Hardening Plasticity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/132290
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    contributor authorJ. F. Soechting
    contributor authorR. H. Lance
    date accessioned2017-05-09T00:17:10Z
    date available2017-05-09T00:17:10Z
    date copyrightJune, 1969
    date issued1969
    identifier issn0021-8936
    identifier otherJAMCAV-25889#228_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/132290
    description abstractA displacement bounding principle for continua loaded into the plastic range is presented. Use is made of Drucker’s inequality and the existence of a maximum complimentary work path between any two stress states. The bounding principle is applied to several examples.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Bounding Principle in the Theory of Work-Hardening Plasticity
    typeJournal Paper
    journal volume36
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3564612
    journal fristpage228
    journal lastpage232
    identifier eissn1528-9036
    keywordsPlasticity
    keywordsWork hardening
    keywordsStress AND Displacement
    treeJournal of Applied Mechanics:;1969:;volume( 036 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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