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

    Beam on Tensionless Elastic Foundation

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 004
    Author:
    Li Lin
    ,
    G. G. Adams
    DOI: 10.1061/(ASCE)0733-9399(1987)113:4(542)
    Publisher: American Society of Civil Engineers
    Abstract: An infinitely long elastic beam rests under gravity on a tensionless elastic foundation and is acted upon by a pair of moving loads. This action results in the creation of lift‐off regions between the beam and the foundation that effect the character of the response. The solution includes the determination of the location, magnitude, and extent of the lift‐off region(s) as well as the beam deflection at any point. Sample calculations for parameters relevant in railroad systems show that the effect of lift‐off is substantial. Also included in this analysis is the effect of constrained thermal expansion.
    • Download: (588.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Beam on Tensionless Elastic Foundation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/76353
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorLi Lin
    contributor authorG. G. Adams
    date accessioned2017-05-08T22:17:23Z
    date available2017-05-08T22:17:23Z
    date copyrightApril 1987
    date issued1987
    identifier other%28asce%290733-9399%281987%29113%3A4%28542%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76353
    description abstractAn infinitely long elastic beam rests under gravity on a tensionless elastic foundation and is acted upon by a pair of moving loads. This action results in the creation of lift‐off regions between the beam and the foundation that effect the character of the response. The solution includes the determination of the location, magnitude, and extent of the lift‐off region(s) as well as the beam deflection at any point. Sample calculations for parameters relevant in railroad systems show that the effect of lift‐off is substantial. Also included in this analysis is the effect of constrained thermal expansion.
    publisherAmerican Society of Civil Engineers
    titleBeam on Tensionless Elastic Foundation
    typeJournal Paper
    journal volume113
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1987)113:4(542)
    treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;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