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    Numerical Simulation of the Severe Cold Bending of Thick Steel Plates

    Source: Journal of Pressure Vessel Technology:;1992:;volume( 114 ):;issue: 002::page 246
    Author:
    K. A. Soudki
    ,
    M. Sansalone
    ,
    A. R. Ingraffea
    ,
    H. Vossoughi
    DOI: 10.1115/1.2929036
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents results of a finite element study of the severe cold bending of thick, high-strength steel plates using an explicit, two-dimensional, finite element code. A parametric study was performed to study the effect of contact surface conditions and the plate’s material model on the behavior of the plate during cold bending. The results of these numerical studies were compared with experimental data measured by Weng in 1984 and analytical equations proposed by Dat in 1980. It was found that the model with isotropic hardening and no friction showed the best agreement with the experimental and analytical results.
    keyword(s): Steel , Computer simulation , Plates (structures) , Finite element analysis , Friction , Equations , High strength steel AND Hardening ,
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      Numerical Simulation of the Severe Cold Bending of Thick Steel Plates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/110780
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    contributor authorK. A. Soudki
    contributor authorM. Sansalone
    contributor authorA. R. Ingraffea
    contributor authorH. Vossoughi
    date accessioned2017-05-08T23:39:23Z
    date available2017-05-08T23:39:23Z
    date copyrightMay, 1992
    date issued1992
    identifier issn0094-9930
    identifier otherJPVTAS-28334#246_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/110780
    description abstractThis paper presents results of a finite element study of the severe cold bending of thick, high-strength steel plates using an explicit, two-dimensional, finite element code. A parametric study was performed to study the effect of contact surface conditions and the plate’s material model on the behavior of the plate during cold bending. The results of these numerical studies were compared with experimental data measured by Weng in 1984 and analytical equations proposed by Dat in 1980. It was found that the model with isotropic hardening and no friction showed the best agreement with the experimental and analytical results.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNumerical Simulation of the Severe Cold Bending of Thick Steel Plates
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2929036
    journal fristpage246
    journal lastpage248
    identifier eissn1528-8978
    keywordsSteel
    keywordsComputer simulation
    keywordsPlates (structures)
    keywordsFinite element analysis
    keywordsFriction
    keywordsEquations
    keywordsHigh strength steel AND Hardening
    treeJournal of Pressure Vessel Technology:;1992:;volume( 114 ):;issue: 002
    contenttypeFulltext
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