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

    Elastic–Plastic Dynamic Damage Constitutive Model of Cement-Stabilized Steel Slag

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 011::page 04023090-1
    Author:
    Shuyong Wang
    ,
    Guoxin Chen
    ,
    Pengcheng Song
    ,
    Liyang Li
    DOI: 10.1061/JENMDT.EMENG-7143
    Publisher: ASCE
    Abstract: On the basis of elastic–plastic theory and generalized Hooke’s law, and with the rate effect and random damage characteristics of cement-stabilized steel slag taken into consideration, an elastic–plastic dynamic damage constitutive model of cement-stabilized steel slag under a complex stress state was established in this paper. In the aspect of damage deterioration, the damage evolution equation of cement-stabilized steel slag was established by using statistical theory and introducing the concepts of damage threshold and equivalent plastic strain. With the influence of pore water pressure on materials taken into consideration, Terzaghi’s effective stress principle was introduced and the effective stress expression was modified based on the characteristics of cement-stabilized steel slag. With the existence of the ultimate dynamic strength of brittle materials, the S-type dynamic strength criterion of cement-stabilized steel slag was established based on this property. The explicit integral stress return algorithm of the elastic–plastic dynamic damage constitutive model of cement-stabilized steel slag was derived through elastic–plastic theory, and the solving program of the elastic–plastic dynamic damage constitutive model of cement-stabilized steel slag was developed by using the subroutine interface vectorized user defined material (VUMAT) provided by ABAQUS.
    • Download: (4.242Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Elastic–Plastic Dynamic Damage Constitutive Model of Cement-Stabilized Steel Slag

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4293521
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorShuyong Wang
    contributor authorGuoxin Chen
    contributor authorPengcheng Song
    contributor authorLiyang Li
    date accessioned2023-11-27T23:23:22Z
    date available2023-11-27T23:23:22Z
    date issued8/24/2023 12:00:00 AM
    date issued2023-08-24
    identifier otherJENMDT.EMENG-7143.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293521
    description abstractOn the basis of elastic–plastic theory and generalized Hooke’s law, and with the rate effect and random damage characteristics of cement-stabilized steel slag taken into consideration, an elastic–plastic dynamic damage constitutive model of cement-stabilized steel slag under a complex stress state was established in this paper. In the aspect of damage deterioration, the damage evolution equation of cement-stabilized steel slag was established by using statistical theory and introducing the concepts of damage threshold and equivalent plastic strain. With the influence of pore water pressure on materials taken into consideration, Terzaghi’s effective stress principle was introduced and the effective stress expression was modified based on the characteristics of cement-stabilized steel slag. With the existence of the ultimate dynamic strength of brittle materials, the S-type dynamic strength criterion of cement-stabilized steel slag was established based on this property. The explicit integral stress return algorithm of the elastic–plastic dynamic damage constitutive model of cement-stabilized steel slag was derived through elastic–plastic theory, and the solving program of the elastic–plastic dynamic damage constitutive model of cement-stabilized steel slag was developed by using the subroutine interface vectorized user defined material (VUMAT) provided by ABAQUS.
    publisherASCE
    titleElastic–Plastic Dynamic Damage Constitutive Model of Cement-Stabilized Steel Slag
    typeJournal Article
    journal volume149
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7143
    journal fristpage04023090-1
    journal lastpage04023090-18
    page18
    treeJournal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 011
    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