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

    Nonlinear Fracture Properties from Size Effect Tests

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author:
    Zdeněk P. Bažant
    ,
    Jin‐Keun Kim
    ,
    Phillip A. Pfeiffer
    DOI: 10.1061/(ASCE)0733-9445(1986)112:2(289)
    Publisher: American Society of Civil Engineers
    Abstract: The previously derived size effect law for blunt fracture is exploited for determining the parameters of the R‐curve, of the crack band model, and of Hillerborg's fictitious crack model. No measurements of the crack length or of the unloading compliance are needed. It suffices to measure only the maximum load values for a set of geometrically similar specimens of different sizes. The parameters of the size effect law can then be identified by linear regression. The inverse slope of the regression line yields the fracture energy. The regression also has a twofold benefit: it smoothes statistically scattered data, and it extends the range of the data, so that one can do with fewer tests. From the experimentally calibrated size effect law, the R‐curve may then be obtained as the envelope of the family of fracture equilibrium curves for different specimen sizes. A simple algebraic formula for this envelope is presented. The size effect regression plot makes it also possible to determine crack band model parameters, particularly the fracture energy, the crack band width, and the strain‐softening modulus. The same is made possible for Hillerborg's model.
    • Download: (1.094Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Nonlinear Fracture Properties from Size Effect Tests

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29732
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorZdeněk P. Bažant
    contributor authorJin‐Keun Kim
    contributor authorPhillip A. Pfeiffer
    date accessioned2017-05-08T20:51:53Z
    date available2017-05-08T20:51:53Z
    date copyrightFebruary 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A2%28289%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29732
    description abstractThe previously derived size effect law for blunt fracture is exploited for determining the parameters of the R‐curve, of the crack band model, and of Hillerborg's fictitious crack model. No measurements of the crack length or of the unloading compliance are needed. It suffices to measure only the maximum load values for a set of geometrically similar specimens of different sizes. The parameters of the size effect law can then be identified by linear regression. The inverse slope of the regression line yields the fracture energy. The regression also has a twofold benefit: it smoothes statistically scattered data, and it extends the range of the data, so that one can do with fewer tests. From the experimentally calibrated size effect law, the R‐curve may then be obtained as the envelope of the family of fracture equilibrium curves for different specimen sizes. A simple algebraic formula for this envelope is presented. The size effect regression plot makes it also possible to determine crack band model parameters, particularly the fracture energy, the crack band width, and the strain‐softening modulus. The same is made possible for Hillerborg's model.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Fracture Properties from Size Effect Tests
    typeJournal Paper
    journal volume112
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:2(289)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 002
    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