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    A Study on Plastic Shakedown of Structures: Part II—Theorems

    Source: Journal of Applied Mechanics:;1993:;volume( 060 ):;issue: 002::page 324
    Author:
    Castrenze Polizzotto
    DOI: 10.1115/1.2900796
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For a continuous elastic-perfectly plastic solid body subjected to a combination of cyclic (mechanical and/or kinematical) load and of a steady (mechanical) load, two theorems of plastic shakedown are presented, one stating a necessary condition, another stating a sufficient condition. The problem of the direct determination of the plastic shakedown boundary is also briefly addressed.
    keyword(s): Theorems (Mathematics) AND Stress ,
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      A Study on Plastic Shakedown of Structures: Part II—Theorems

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    https://yetl.yabesh.ir/yetl1/handle/yetl/111432
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    contributor authorCastrenze Polizzotto
    date accessioned2017-05-08T23:40:30Z
    date available2017-05-08T23:40:30Z
    date copyrightJune, 1993
    date issued1993
    identifier issn0021-8936
    identifier otherJAMCAV-26349#324_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/111432
    description abstractFor a continuous elastic-perfectly plastic solid body subjected to a combination of cyclic (mechanical and/or kinematical) load and of a steady (mechanical) load, two theorems of plastic shakedown are presented, one stating a necessary condition, another stating a sufficient condition. The problem of the direct determination of the plastic shakedown boundary is also briefly addressed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Study on Plastic Shakedown of Structures: Part II—Theorems
    typeJournal Paper
    journal volume60
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2900796
    journal fristpage324
    journal lastpage330
    identifier eissn1528-9036
    keywordsTheorems (Mathematics) AND Stress
    treeJournal of Applied Mechanics:;1993:;volume( 060 ):;issue: 002
    contenttypeFulltext
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