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    Strain-Hardening Behavior of Shear Panels Made of Low-Yield Steel. I: Test

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author:
    Masayoshi Nakashima
    DOI: 10.1061/(ASCE)0733-9445(1995)121:12(1742)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation on the hysteretic behavior of shear panels made of low-yield steel whose nominal 0.2% offset yield stress is 120 MPa. Six shear panels were tested, with the loading conditions and width-to-thickness ratio as test variables. Major findings drawn from this study are as follows. Strain-hardening is very conspicuous under cycles with the same deformation amplitude as well as with increasing deformations. Energy dissipated by the tested shear panels is 1.5–2.0 times larger than the energy that can be dissipated by the equivalent linearly elastic and perfectly plastic system. The hysteretic behavior that involves drastic strain hardening can be simulated accurately by the multisurface model if the associated parameters are chosen properly. A companion paper presents relatively simple models that can simulate the hysteretic behavior of the tested shear panels.
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      Strain-Hardening Behavior of Shear Panels Made of Low-Yield Steel. I: Test

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32141
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    contributor authorMasayoshi Nakashima
    date accessioned2017-05-08T20:55:48Z
    date available2017-05-08T20:55:48Z
    date copyrightDecember 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A12%281742%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32141
    description abstractThis paper presents an experimental investigation on the hysteretic behavior of shear panels made of low-yield steel whose nominal 0.2% offset yield stress is 120 MPa. Six shear panels were tested, with the loading conditions and width-to-thickness ratio as test variables. Major findings drawn from this study are as follows. Strain-hardening is very conspicuous under cycles with the same deformation amplitude as well as with increasing deformations. Energy dissipated by the tested shear panels is 1.5–2.0 times larger than the energy that can be dissipated by the equivalent linearly elastic and perfectly plastic system. The hysteretic behavior that involves drastic strain hardening can be simulated accurately by the multisurface model if the associated parameters are chosen properly. A companion paper presents relatively simple models that can simulate the hysteretic behavior of the tested shear panels.
    publisherAmerican Society of Civil Engineers
    titleStrain-Hardening Behavior of Shear Panels Made of Low-Yield Steel. I: Test
    typeJournal Paper
    journal volume121
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:12(1742)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
    contenttypeFulltext
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