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

    Bifurcation Analysis in Sands under True Triaxial Conditions with Coaxial and Noncoaxial Plastic Flow Rules

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 010
    Author:
    Mehdi Veiskarami
    ,
    Mohammadreza Mir Tamizdoust
    DOI: 10.1061/(ASCE)EM.1943-7889.0001344
    Publisher: American Society of Civil Engineers
    Abstract: An important point of shear banding is that during the rotation of principal stress directions, out-of-axes deformation plays a significant role and leads to noncoaxiality between principal stress and principal plastic-strain-rate directions. Although many research works have dealt with the effect of noncoaxiality under plane-strain loading conditions disregarding the intermediate principal stress, here, the effect of noncoaxility on the onset of strain localization is investigated under true triaxial conditions because both noncoaxiality and intermediate principal stress are important factors in the investigation of shear-band formation. Therefore, a three-dimensional (3D) noncoaxial elastoplastic model is proposed and incorporated in the single hardening constitutive model to capture the stress-strain relationships and predict the onset of strain localization under true triaxial conditions for the studied dense sand. The numerical simulations illustrate that the bifurcation points comply well with the peak of the stress-strain curves observed experimentally in true triaxial tests. No bifurcation point is observed in the hardening regime by numerical simulations or experimental results near the triaxial compression condition.
    • Download: (777.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Bifurcation Analysis in Sands under True Triaxial Conditions with Coaxial and Noncoaxial Plastic Flow Rules

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4240444
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorMehdi Veiskarami
    contributor authorMohammadreza Mir Tamizdoust
    date accessioned2017-12-16T09:14:53Z
    date available2017-12-16T09:14:53Z
    date issued2017
    identifier other%28ASCE%29EM.1943-7889.0001344.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240444
    description abstractAn important point of shear banding is that during the rotation of principal stress directions, out-of-axes deformation plays a significant role and leads to noncoaxiality between principal stress and principal plastic-strain-rate directions. Although many research works have dealt with the effect of noncoaxiality under plane-strain loading conditions disregarding the intermediate principal stress, here, the effect of noncoaxility on the onset of strain localization is investigated under true triaxial conditions because both noncoaxiality and intermediate principal stress are important factors in the investigation of shear-band formation. Therefore, a three-dimensional (3D) noncoaxial elastoplastic model is proposed and incorporated in the single hardening constitutive model to capture the stress-strain relationships and predict the onset of strain localization under true triaxial conditions for the studied dense sand. The numerical simulations illustrate that the bifurcation points comply well with the peak of the stress-strain curves observed experimentally in true triaxial tests. No bifurcation point is observed in the hardening regime by numerical simulations or experimental results near the triaxial compression condition.
    publisherAmerican Society of Civil Engineers
    titleBifurcation Analysis in Sands under True Triaxial Conditions with Coaxial and Noncoaxial Plastic Flow Rules
    typeJournal Paper
    journal volume143
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001344
    treeJournal of Engineering Mechanics:;2017:;Volume ( 143 ):;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