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    Stability of the Shanley Column Under Cyclic Loading

    Source: Journal of Applied Mechanics:;2001:;volume( 068 ):;issue: 002::page 324
    Author:
    E. Corona
    DOI: 10.1115/1.1349118
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a numerical study of the Shanley column under cyclic loading. The model includes intermediate deformation kinematics. The constitutive model is based on the Dafalias-Popov model. Results for fully reversed, symmetric load or displacement-controlled loading are presented. Under displacement-controlled loading, the model can exhibit a transient response which takes it away from its initial configuration, but the response eventually reaches a stable cycle. Under load-controlled loading, the model can either reach a limit cycle or develop a limit load instability that causes collapse. The responses that result in collapse are imperfection sensitive. In addition, the response of the model is also sensitive to the amplitude of the applied loading cycles.
    keyword(s): Stability , Stress , Cycles , Displacement control , Displacement AND Collapse ,
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      Stability of the Shanley Column Under Cyclic Loading

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    contributor authorE. Corona
    date accessioned2017-05-09T00:04:06Z
    date available2017-05-09T00:04:06Z
    date copyrightMarch, 2001
    date issued2001
    identifier issn0021-8936
    identifier otherJAMCAV-26509#324_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124740
    description abstractThis paper presents a numerical study of the Shanley column under cyclic loading. The model includes intermediate deformation kinematics. The constitutive model is based on the Dafalias-Popov model. Results for fully reversed, symmetric load or displacement-controlled loading are presented. Under displacement-controlled loading, the model can exhibit a transient response which takes it away from its initial configuration, but the response eventually reaches a stable cycle. Under load-controlled loading, the model can either reach a limit cycle or develop a limit load instability that causes collapse. The responses that result in collapse are imperfection sensitive. In addition, the response of the model is also sensitive to the amplitude of the applied loading cycles.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStability of the Shanley Column Under Cyclic Loading
    typeJournal Paper
    journal volume68
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1349118
    journal fristpage324
    journal lastpage331
    identifier eissn1528-9036
    keywordsStability
    keywordsStress
    keywordsCycles
    keywordsDisplacement control
    keywordsDisplacement AND Collapse
    treeJournal of Applied Mechanics:;2001:;volume( 068 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian