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

    Equations of Curved Beams

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
    Author:
    Sundaramoorthy Rajasekaran
    ,
    S. Padmanabhan
    DOI: 10.1061/(ASCE)0733-9399(1989)115:5(1094)
    Publisher: American Society of Civil Engineers
    Abstract: The thin‐walled curved beam equations are formulated using the principle of virtual work. The Euler Lagrange equilibrium equations and the associated static and kinematic boundary conditions thus obtained are compared with Vlasov, Chai Hang Yoo, and Papengelis and Trahair. In and out of plane buckling of curved beam problems are solved and compared to published results.
    • Download: (837.0Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Equations of Curved Beams

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/80119
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorSundaramoorthy Rajasekaran
    contributor authorS. Padmanabhan
    date accessioned2017-05-08T22:24:47Z
    date available2017-05-08T22:24:47Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A5%281094%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80119
    description abstractThe thin‐walled curved beam equations are formulated using the principle of virtual work. The Euler Lagrange equilibrium equations and the associated static and kinematic boundary conditions thus obtained are compared with Vlasov, Chai Hang Yoo, and Papengelis and Trahair. In and out of plane buckling of curved beam problems are solved and compared to published results.
    publisherAmerican Society of Civil Engineers
    titleEquations of Curved Beams
    typeJournal Paper
    journal volume115
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:5(1094)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;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