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

    Effect of Imperfections on the Plastic Buckling of Rectangular Plates

    Source: Journal of Applied Mechanics:;1975:;volume( 042 ):;issue: 001::page 115
    Author:
    K. W. Neale
    DOI: 10.1115/1.3423500
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effect of initial imperfections in geometry on the plastic buckling of simply supported compressed rectangular plates is examined. The analysis, which is based on the application of a Reissner-type variational principle, indicates that the buckling load can be highly imperfection-sensitive; and that a consideration of small imperfections in geometry could provide results which compare favorably with experimental data.
    keyword(s): Plates (structures) , Buckling , Geometry , Stress AND Variational principles ,
    • Download: (508.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Effect of Imperfections on the Plastic Buckling of Rectangular Plates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/87176
    Collections
    • Journal of Applied Mechanics

    Show full item record

    contributor authorK. W. Neale
    date accessioned2017-05-08T22:58:02Z
    date available2017-05-08T22:58:02Z
    date copyrightMarch, 1975
    date issued1975
    identifier issn0021-8936
    identifier otherJAMCAV-26030#115_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/87176
    description abstractThe effect of initial imperfections in geometry on the plastic buckling of simply supported compressed rectangular plates is examined. The analysis, which is based on the application of a Reissner-type variational principle, indicates that the buckling load can be highly imperfection-sensitive; and that a consideration of small imperfections in geometry could provide results which compare favorably with experimental data.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffect of Imperfections on the Plastic Buckling of Rectangular Plates
    typeJournal Paper
    journal volume42
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3423500
    journal fristpage115
    journal lastpage120
    identifier eissn1528-9036
    keywordsPlates (structures)
    keywordsBuckling
    keywordsGeometry
    keywordsStress AND Variational principles
    treeJournal of Applied Mechanics:;1975:;volume( 042 ):;issue: 001
    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