YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Engineering 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

    Deducing Buckling Loads of Sectorial Mindlin Plates from Kirchhoff Plates

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 005
    Author:
    C. M. Wang
    ,
    Y. Xiang
    DOI: 10.1061/(ASCE)0733-9399(1999)125:5(596)
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a relationship between the buckling loads of sectorial plates based on the Kirchhoff (or classical thin) plate theory and the Mindlin plate theory. Whereas the former plate theory neglects the effect of transverse shear deformation, the latter plate theory allows for it. This effect becomes significant when dealing with moderately thick plates and sandwich plates. The relationship allows easy and accurate deduction of the buckling loads of the Mindlin plates from their corresponding Kirchhoff solutions.
    • Download: (87.57Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Deducing Buckling Loads of Sectorial Mindlin Plates from Kirchhoff Plates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/85002
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorC. M. Wang
    contributor authorY. Xiang
    date accessioned2017-05-08T22:38:57Z
    date available2017-05-08T22:38:57Z
    date copyrightMay 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A5%28596%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85002
    description abstractThis study presents a relationship between the buckling loads of sectorial plates based on the Kirchhoff (or classical thin) plate theory and the Mindlin plate theory. Whereas the former plate theory neglects the effect of transverse shear deformation, the latter plate theory allows for it. This effect becomes significant when dealing with moderately thick plates and sandwich plates. The relationship allows easy and accurate deduction of the buckling loads of the Mindlin plates from their corresponding Kirchhoff solutions.
    publisherAmerican Society of Civil Engineers
    titleDeducing Buckling Loads of Sectorial Mindlin Plates from Kirchhoff Plates
    typeJournal Paper
    journal volume125
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:5(596)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 005
    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