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    Numerical Simulations of Upsetting Process of the Fresh Fiber-Cement Paste

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 011
    Author:
    Xiangming Zhou
    ,
    Zongjin Li
    DOI: 10.1061/(ASCE)0733-9399(2007)133:11(1192)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, first, the technical aspects for applications of finite-element method (FEM) in modeling material forming processes are reviewed, with a final determination of employing the solid formulation explicit finite element code, ANSYS/LS-DYNA, with the arbitrary Lagrangian–Eulerian mesh to simulate upsetting process, which is the uniaxial compression of a cylindrical specimen between two flat platens, of the fresh fiber-cement paste. After combining a previously proposed elasto-viscoplastic constitutive model for the fresh fiber-cement paste into the numerical procedure, satisfactory agreement between experimental and simulated results is observed for the upsetting force-imposed displacement data. The evolution of the deformation within the material flow in the upsetting process is then interpreted based on the calculated results. The study indicates that the present finite-element procedure, as well as the material constitutive model and the boundary condition treatment, are appropriate for modeling the upsetting process of the fresh fiber-cement paste.
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      Numerical Simulations of Upsetting Process of the Fresh Fiber-Cement Paste

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86350
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    contributor authorXiangming Zhou
    contributor authorZongjin Li
    date accessioned2017-05-08T22:41:04Z
    date available2017-05-08T22:41:04Z
    date copyrightNovember 2007
    date issued2007
    identifier other%28asce%290733-9399%282007%29133%3A11%281192%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86350
    description abstractIn this paper, first, the technical aspects for applications of finite-element method (FEM) in modeling material forming processes are reviewed, with a final determination of employing the solid formulation explicit finite element code, ANSYS/LS-DYNA, with the arbitrary Lagrangian–Eulerian mesh to simulate upsetting process, which is the uniaxial compression of a cylindrical specimen between two flat platens, of the fresh fiber-cement paste. After combining a previously proposed elasto-viscoplastic constitutive model for the fresh fiber-cement paste into the numerical procedure, satisfactory agreement between experimental and simulated results is observed for the upsetting force-imposed displacement data. The evolution of the deformation within the material flow in the upsetting process is then interpreted based on the calculated results. The study indicates that the present finite-element procedure, as well as the material constitutive model and the boundary condition treatment, are appropriate for modeling the upsetting process of the fresh fiber-cement paste.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulations of Upsetting Process of the Fresh Fiber-Cement Paste
    typeJournal Paper
    journal volume133
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2007)133:11(1192)
    treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 011
    contenttypeFulltext
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