YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASME
    • Journal of Applied Mechanics
    • View Item
    •   YE&T Library
    • ASME
    • Journal of Applied Mechanics
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Elastoplastic Bending of Rectangular Plates With Large Deflection

    Source: Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 004::page 978
    Author:
    T. H. Lin
    ,
    S. R. Lin
    ,
    B. Mazelsky
    DOI: 10.1115/1.3422901
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical method for predicting the elastoplastic bending of rectangular plates with large deflection is studied. The effects of plastic strain and large deflection on plate deformation are shown to be the same as a set of applied external forces on the plate in the classical elastic small deflection theory. The calculated deflection for purely elastic plates compares well with previous existing solutions. For the plates considered, the deflection is increased only slightly by plastic strain; however, the maximum extreme fiber stress is considerably relieved by plastic yielding.
    keyword(s): Plates (structures) , Deflection , Elastic plates , Force , Deformation , Fibers AND Stress ,
    • Download: (369.3Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Elastoplastic Bending of Rectangular Plates With Large Deflection

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/156634
    Collections
    • Journal of Applied Mechanics

    Show full item record

    contributor authorT. H. Lin
    contributor authorS. R. Lin
    contributor authorB. Mazelsky
    date accessioned2017-05-09T01:13:42Z
    date available2017-05-09T01:13:42Z
    date copyrightDecember, 1972
    date issued1972
    identifier issn0021-8936
    identifier otherJAMCAV-25969#978_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156634
    description abstractAn analytical method for predicting the elastoplastic bending of rectangular plates with large deflection is studied. The effects of plastic strain and large deflection on plate deformation are shown to be the same as a set of applied external forces on the plate in the classical elastic small deflection theory. The calculated deflection for purely elastic plates compares well with previous existing solutions. For the plates considered, the deflection is increased only slightly by plastic strain; however, the maximum extreme fiber stress is considerably relieved by plastic yielding.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleElastoplastic Bending of Rectangular Plates With Large Deflection
    typeJournal Paper
    journal volume39
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3422901
    journal fristpage978
    journal lastpage982
    identifier eissn1528-9036
    keywordsPlates (structures)
    keywordsDeflection
    keywordsElastic plates
    keywordsForce
    keywordsDeformation
    keywordsFibers AND Stress
    treeJournal of Applied Mechanics:;1972:;volume( 039 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian