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    Ballistic Impact of Structural Steels at Low Temperatures

    Source: Journal of Applied Mechanics:;2022:;volume( 089 ):;issue: 010::page 101001-1
    Author:
    Holmen, J. K.
    ,
    Thomesen, S.
    ,
    Perez-Martin, M. J.
    ,
    Hopperstad, O. S.
    ,
    Børvik, T.
    DOI: 10.1115/1.4054235
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steels are usually stronger at low temperatures than at high temperatures. But low temperatures are, particularly in combination with high strain rates and high stress triaxiality ratios, known to cause embrittlement. The common understanding is that the ductility of steels decreases dramatically below a threshold temperature known as the ductile-to-brittle transition temperature. This study explores the ballistic performance of Strenx 960 Plus steel plates at both low temperatures and room temperature. We describe a ballistic setup where target plates were cooled down to as low as −60 °C before we present results from ballistic impact tests with three different projectile types. The ballistic limit velocities from tests at low temperatures were higher than the ballistic limit velocities from tests at room temperature, indicating that brittle fracture does not take place. An analytical approach based on the Johnson–Cook constitutive relation, the Cockcroft–Latham ductile failure criterion, and a simple brittle fracture criterion is presented. The model suggests that ductile fracture prevails for most realistic material state histories, both in the ballistic impact tests as well as for quasi-static and dynamic tensile tests. This supports previous observations that brittle fracture is unlikely to occur in modern steels even when subjected to rapid loading and low temperatures.
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      Ballistic Impact of Structural Steels at Low Temperatures

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    contributor authorHolmen, J. K.
    contributor authorThomesen, S.
    contributor authorPerez-Martin, M. J.
    contributor authorHopperstad, O. S.
    contributor authorBørvik, T.
    date accessioned2022-05-08T09:26:22Z
    date available2022-05-08T09:26:22Z
    date copyright4/19/2022 12:00:00 AM
    date issued2022
    identifier issn0021-8936
    identifier otherjam_89_10_101001.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4285138
    description abstractSteels are usually stronger at low temperatures than at high temperatures. But low temperatures are, particularly in combination with high strain rates and high stress triaxiality ratios, known to cause embrittlement. The common understanding is that the ductility of steels decreases dramatically below a threshold temperature known as the ductile-to-brittle transition temperature. This study explores the ballistic performance of Strenx 960 Plus steel plates at both low temperatures and room temperature. We describe a ballistic setup where target plates were cooled down to as low as −60 °C before we present results from ballistic impact tests with three different projectile types. The ballistic limit velocities from tests at low temperatures were higher than the ballistic limit velocities from tests at room temperature, indicating that brittle fracture does not take place. An analytical approach based on the Johnson–Cook constitutive relation, the Cockcroft–Latham ductile failure criterion, and a simple brittle fracture criterion is presented. The model suggests that ductile fracture prevails for most realistic material state histories, both in the ballistic impact tests as well as for quasi-static and dynamic tensile tests. This supports previous observations that brittle fracture is unlikely to occur in modern steels even when subjected to rapid loading and low temperatures.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBallistic Impact of Structural Steels at Low Temperatures
    typeJournal Paper
    journal volume89
    journal issue10
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4054235
    journal fristpage101001-1
    journal lastpage101001-16
    page16
    treeJournal of Applied Mechanics:;2022:;volume( 089 ):;issue: 010
    contenttypeFulltext
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