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    Comparisons of Constitutive Models for Steel Over a Wide Range of Temperatures and Strain Rates

    Source: Journal of Engineering Materials and Technology:;2012:;volume( 134 ):;issue: 002::page 21001
    Author:
    Farid Abed
    ,
    Fadi Makarem
    DOI: 10.1115/1.4006171
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study investigates and compares several available plasticity models used to describe the thermomechanical behavior of structural steel subjected to complex loadings. The main purpose of this comparison is to select a proper constitutive model that can later be implemented into a finite element code to capture localizations (e.g., shear bands and necking) in steel and steel structures subjected to low- and high-velocity impact. Four well-known constitutive models for viscoplastic deformation of metals, i.e., Johnson–Cook (JC), Zerilli–Armstrong (ZA), Rusinek–Klepaczko (RK), and Voyiadjis–Abed (VA), have been investigated and compared with reference to existing deformation data of HSLA-65 and DH-36 steel conducted at low and high strain rates and various initial temperatures. The JC, ZA, and RK models reasonably describe the flow stress and the strain hardening behavior only in the certain ranges of strain, strain rate, and temperature for which the models were developed. This was attributed to the inaccurate assumptions used in developing these models. In contrast, the VA model most effectively describes the flow stress and strain hardening in which very good predictions are observed for the constitutive behavior of high strength steel over a wide range of strains, strain rates, and temperatures.
    keyword(s): Temperature , Steel , Stress , Constitutive equations , Flow (Dynamics) AND Deformation ,
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      Comparisons of Constitutive Models for Steel Over a Wide Range of Temperatures and Strain Rates

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    contributor authorFarid Abed
    contributor authorFadi Makarem
    date accessioned2017-05-09T00:50:48Z
    date available2017-05-09T00:50:48Z
    date copyrightApril, 2012
    date issued2012
    identifier issn0094-4289
    identifier otherJEMTA8-27153#021001_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/148985
    description abstractThis study investigates and compares several available plasticity models used to describe the thermomechanical behavior of structural steel subjected to complex loadings. The main purpose of this comparison is to select a proper constitutive model that can later be implemented into a finite element code to capture localizations (e.g., shear bands and necking) in steel and steel structures subjected to low- and high-velocity impact. Four well-known constitutive models for viscoplastic deformation of metals, i.e., Johnson–Cook (JC), Zerilli–Armstrong (ZA), Rusinek–Klepaczko (RK), and Voyiadjis–Abed (VA), have been investigated and compared with reference to existing deformation data of HSLA-65 and DH-36 steel conducted at low and high strain rates and various initial temperatures. The JC, ZA, and RK models reasonably describe the flow stress and the strain hardening behavior only in the certain ranges of strain, strain rate, and temperature for which the models were developed. This was attributed to the inaccurate assumptions used in developing these models. In contrast, the VA model most effectively describes the flow stress and strain hardening in which very good predictions are observed for the constitutive behavior of high strength steel over a wide range of strains, strain rates, and temperatures.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleComparisons of Constitutive Models for Steel Over a Wide Range of Temperatures and Strain Rates
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.4006171
    journal fristpage21001
    identifier eissn1528-8889
    keywordsTemperature
    keywordsSteel
    keywordsStress
    keywordsConstitutive equations
    keywordsFlow (Dynamics) AND Deformation
    treeJournal of Engineering Materials and Technology:;2012:;volume( 134 ):;issue: 002
    contenttypeFulltext
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