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    Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels

    Source: Journal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 002::page 114
    Author:
    N. Peixinho
    ,
    A. Pinho
    DOI: 10.1115/1.2447129
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study reports on modeling the mechanical behavior of high-strength steels subjected to impact loading. The materials studied were steel grades of interest for crashworthiness applications: dual-phase and transformation induced plasticity (TRIP) steels. The challenges associated with the numerical simulation of impact events involving these materials include the modeling of extensive plastic deformation, particularly the change of material properties with strain rate. Tensile testing was performed at different strain rates on the materials studied. The test results were used to compare and validate constitutive equations that provide a mathematical description of strain-rate dependence of the material properties. The Cowper–Symonds equation and modified variants were examined. The crashworthiness performance of thin-walled sections made of dual-phase and TRIP steels was also investigated. Axial crushing tests were performed at different speeds on top-hat and hexagonal tubes. The experimental results were compared with numerical simulations obtained using an explicit finite element program (LS-DYNA) and the original and modified Cowper–Symonds equations.
    keyword(s): Steel , Computer simulation , Stress , Testing , Equations , Tensile testing , Materials properties , Tensile strength AND Constitutive equations ,
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      Study of Viscoplasticity Models for the Impact Behavior of High-Strength Steels

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    https://yetl.yabesh.ir/yetl1/handle/yetl/135332
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    • Journal of Computational and Nonlinear Dynamics

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    contributor authorN. Peixinho
    contributor authorA. Pinho
    date accessioned2017-05-09T00:22:57Z
    date available2017-05-09T00:22:57Z
    date copyrightApril, 2007
    date issued2007
    identifier issn1555-1415
    identifier otherJCNDDM-25613#114_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/135332
    description abstractThis study reports on modeling the mechanical behavior of high-strength steels subjected to impact loading. The materials studied were steel grades of interest for crashworthiness applications: dual-phase and transformation induced plasticity (TRIP) steels. The challenges associated with the numerical simulation of impact events involving these materials include the modeling of extensive plastic deformation, particularly the change of material properties with strain rate. Tensile testing was performed at different strain rates on the materials studied. The test results were used to compare and validate constitutive equations that provide a mathematical description of strain-rate dependence of the material properties. The Cowper–Symonds equation and modified variants were examined. The crashworthiness performance of thin-walled sections made of dual-phase and TRIP steels was also investigated. Axial crushing tests were performed at different speeds on top-hat and hexagonal tubes. The experimental results were compared with numerical simulations obtained using an explicit finite element program (LS-DYNA) and the original and modified Cowper–Symonds equations.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStudy of Viscoplasticity Models for the Impact Behavior of High-Strength Steels
    typeJournal Paper
    journal volume2
    journal issue2
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.2447129
    journal fristpage114
    journal lastpage123
    identifier eissn1555-1423
    keywordsSteel
    keywordsComputer simulation
    keywordsStress
    keywordsTesting
    keywordsEquations
    keywordsTensile testing
    keywordsMaterials properties
    keywordsTensile strength AND Constitutive equations
    treeJournal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 002
    contenttypeFulltext
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