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

    Numerical Study of Compressive Behavior of Concrete at High Strain Rates

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 010
    Author:
    F. V. Donzé
    ,
    S.-A. Magnier
    ,
    L. Daudeville
    ,
    C. Mariotti
    ,
    L. Davenne
    DOI: 10.1061/(ASCE)0733-9399(1999)125:10(1154)
    Publisher: American Society of Civil Engineers
    Abstract: High strain rate unconfined compressional tests on concrete are simulated by a 3D discrete-element method. The laboratory data set was provided by three unconfined experiments on a split Hopkinson pressure bar apparatus at very high strain rates (350–700 s
    • Download: (283.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Numerical Study of Compressive Behavior of Concrete at High Strain Rates

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/84888
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorF. V. Donzé
    contributor authorS.-A. Magnier
    contributor authorL. Daudeville
    contributor authorC. Mariotti
    contributor authorL. Davenne
    date accessioned2017-05-08T22:38:46Z
    date available2017-05-08T22:38:46Z
    date copyrightOctober 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A10%281154%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84888
    description abstractHigh strain rate unconfined compressional tests on concrete are simulated by a 3D discrete-element method. The laboratory data set was provided by three unconfined experiments on a split Hopkinson pressure bar apparatus at very high strain rates (350–700 s
    publisherAmerican Society of Civil Engineers
    titleNumerical Study of Compressive Behavior of Concrete at High Strain Rates
    typeJournal Paper
    journal volume125
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:10(1154)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 010
    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