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    Finite Element Analysis of Plugging Failure in Steel Plates Struck by Blunt Projectiles

    Source: Journal of Applied Mechanics:;2009:;volume( 076 ):;issue: 005::page 51302
    Author:
    A. Kane
    ,
    T. Børvik
    ,
    O. S. Hopperstad
    ,
    M. Langseth
    DOI: 10.1115/1.3129722
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the influence of mesh sensitivity on the fracture predictions during penetration and perforation of hardened blunt-nose cylindrical steel projectiles in plates of Weldox 460E, Weldox 700E, and Weldox 900E steel has been studied. The main objective is to try to describe the experimentally obtained trend of a decrease in ballistic limit velocity with increased target strength when the plates are impacted by blunt projectiles. This behavior is due to the occurrence of highly localized shear bands as the target strength increases. The impact tests are analyzed using the explicit solver of a nonlinear finite element code. A thermoelastic-thermoviscoplastic constitutive model with coupled or uncoupled ductile damage was used in the simulations. It was found that the residual velocity continuously increases when the element size is decreased from 125 μm to 15 μm in the shear zone, and that this increase is significantly stronger for impact velocities close to the ballistic limit. The ballistic limit decreases by up to 25% when the size of the element is decreased from 125 μm to 30 μm; the decrease being somewhat greater for the two steels with the highest strength. Even with the finest mesh, the experimental trend of a decreasing ballistic limit with increasing target strength was not predicted in the simulations, neither with coupled nor uncoupled damage. Nonlocal simulations based on smoothing of the damage and temperature fields, which are the two variables causing the softening, were carried out for the Weldox steels and a mesh size of 30 μm. These simulations indicate a reduction in the mesh sensitivity for both the coupled and uncoupled damage approaches when nonlocal averaging is employed.
    keyword(s): Temperature , Steel , Shear (Mechanics) , Engineering simulation , Plates (structures) , Projectiles , Finite element analysis , Failure , Constitutive equations AND Fracture (Process) ,
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      Finite Element Analysis of Plugging Failure in Steel Plates Struck by Blunt Projectiles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/139695
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    • Journal of Applied Mechanics

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    contributor authorA. Kane
    contributor authorT. Børvik
    contributor authorO. S. Hopperstad
    contributor authorM. Langseth
    date accessioned2017-05-09T00:31:11Z
    date available2017-05-09T00:31:11Z
    date copyrightSeptember, 2009
    date issued2009
    identifier issn0021-8936
    identifier otherJAMCAV-26760#051302_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139695
    description abstractIn this paper, the influence of mesh sensitivity on the fracture predictions during penetration and perforation of hardened blunt-nose cylindrical steel projectiles in plates of Weldox 460E, Weldox 700E, and Weldox 900E steel has been studied. The main objective is to try to describe the experimentally obtained trend of a decrease in ballistic limit velocity with increased target strength when the plates are impacted by blunt projectiles. This behavior is due to the occurrence of highly localized shear bands as the target strength increases. The impact tests are analyzed using the explicit solver of a nonlinear finite element code. A thermoelastic-thermoviscoplastic constitutive model with coupled or uncoupled ductile damage was used in the simulations. It was found that the residual velocity continuously increases when the element size is decreased from 125 μm to 15 μm in the shear zone, and that this increase is significantly stronger for impact velocities close to the ballistic limit. The ballistic limit decreases by up to 25% when the size of the element is decreased from 125 μm to 30 μm; the decrease being somewhat greater for the two steels with the highest strength. Even with the finest mesh, the experimental trend of a decreasing ballistic limit with increasing target strength was not predicted in the simulations, neither with coupled nor uncoupled damage. Nonlocal simulations based on smoothing of the damage and temperature fields, which are the two variables causing the softening, were carried out for the Weldox steels and a mesh size of 30 μm. These simulations indicate a reduction in the mesh sensitivity for both the coupled and uncoupled damage approaches when nonlocal averaging is employed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFinite Element Analysis of Plugging Failure in Steel Plates Struck by Blunt Projectiles
    typeJournal Paper
    journal volume76
    journal issue5
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3129722
    journal fristpage51302
    identifier eissn1528-9036
    keywordsTemperature
    keywordsSteel
    keywordsShear (Mechanics)
    keywordsEngineering simulation
    keywordsPlates (structures)
    keywordsProjectiles
    keywordsFinite element analysis
    keywordsFailure
    keywordsConstitutive equations AND Fracture (Process)
    treeJournal of Applied Mechanics:;2009:;volume( 076 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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