YaBeSH Engineering and Technology Library

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

    Creep and Shrinkage Analysis of Partially Prestressed Concrete Members

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author:
    A. S. Prasada Rao
    ,
    R. Jayaraman
    DOI: 10.1061/(ASCE)0733-9445(1989)115:5(1169)
    Publisher: American Society of Civil Engineers
    Abstract: An analytical approach to calculate time‐dependent stresses and strains in initially cracked reinforced and partially prestressed concrete members with or without nonprestressed reinforcement is presented. The method utilizes Trost's relaxation coefficient approach and the aging coefficient approach of Bazant in addition to the linear creep theory. Noncoincidence of the neutral axis of stress with the neutral axis of strain is taken into account in the analysis. Necessary expressions are developed for the general case of a partially prestressed beam of unsym‐metrical
    • Download: (1.299Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Creep and Shrinkage Analysis of Partially Prestressed Concrete Members

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/30580
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorA. S. Prasada Rao
    contributor authorR. Jayaraman
    date accessioned2017-05-08T20:53:20Z
    date available2017-05-08T20:53:20Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A5%281169%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30580
    description abstractAn analytical approach to calculate time‐dependent stresses and strains in initially cracked reinforced and partially prestressed concrete members with or without nonprestressed reinforcement is presented. The method utilizes Trost's relaxation coefficient approach and the aging coefficient approach of Bazant in addition to the linear creep theory. Noncoincidence of the neutral axis of stress with the neutral axis of strain is taken into account in the analysis. Necessary expressions are developed for the general case of a partially prestressed beam of unsym‐metrical
    publisherAmerican Society of Civil Engineers
    titleCreep and Shrinkage Analysis of Partially Prestressed Concrete Members
    typeJournal Paper
    journal volume115
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:5(1169)
    treeJournal of Structural Engineering:;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