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    Effect of Strain Rate on Material Properties of Sheet Steels

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author:
    M. Kassar
    ,
    W. W. Yu
    DOI: 10.1061/(ASCE)0733-9445(1992)118:11(3136)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of strain rate on tensile and compressive mechanical properties of sheet steels is investigated experimentally and analytically. Three sheet steels are studied in both longitudinal and transverse directions under different strain rates and different amounts of prior cold stretching. In order to determine the separate effects of strain rate and aging, half of the cold‐stretched coupons are tested in an average of two days after cold‐stretching operation. The remaining half are tested to failure at least 30 days after cold‐stretching operation. The results show that the proportional limit, yield strength, and ultimate strength increase with increasing strain rate. In general, the amount of increase is found to be: (1) Dependent on the material static yield strength and possibly the
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      Effect of Strain Rate on Material Properties of Sheet Steels

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    contributor authorM. Kassar
    contributor authorW. W. Yu
    date accessioned2017-05-08T20:54:27Z
    date available2017-05-08T20:54:27Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A11%283136%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31295
    description abstractThe effect of strain rate on tensile and compressive mechanical properties of sheet steels is investigated experimentally and analytically. Three sheet steels are studied in both longitudinal and transverse directions under different strain rates and different amounts of prior cold stretching. In order to determine the separate effects of strain rate and aging, half of the cold‐stretched coupons are tested in an average of two days after cold‐stretching operation. The remaining half are tested to failure at least 30 days after cold‐stretching operation. The results show that the proportional limit, yield strength, and ultimate strength increase with increasing strain rate. In general, the amount of increase is found to be: (1) Dependent on the material static yield strength and possibly the
    publisherAmerican Society of Civil Engineers
    titleEffect of Strain Rate on Material Properties of Sheet Steels
    typeJournal Paper
    journal volume118
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:11(3136)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    contenttypeFulltext
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