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    Postyielding Behavior of Single Angles Bent around the Major Principal Axis

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author:
    Dejian Huang
    ,
    Wenjing Zhang
    ,
    Yiyi Chen
    ,
    Baiping Dong
    DOI: 10.1061/(ASCE)ST.1943-541X.0002803
    Publisher: ASCE
    Abstract: An experimental study was conducted of the behavior of equal-leg and unequal-leg angles bent around the major principal axis. A finite-element model was developed for numerical simulation of the behavior and extensive computation. The results showed that the unequal-leg angle member generates out-of-plane deformation and torsion after the edge yields. The underlying mechanism is the neutral axis rotation of the unequal-leg angle section to maintain an equilibrium condition under the applied bending moment after the edge yields. The test results indicated that out-of-plane deformation and torsion after edge yielding affect the ultimate capacity of short-length unequal-leg angles subjected to major principal axis bending. The sensitivity of the behavior to imperfections also was studied. The test and analytical results were compared with the equations in the relevant specification and those proposed in the literature. The specification overestimates the effect of slenderness ratio. Overall, the specification is conservative.
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      Postyielding Behavior of Single Angles Bent around the Major Principal Axis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267704
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    contributor authorDejian Huang
    contributor authorWenjing Zhang
    contributor authorYiyi Chen
    contributor authorBaiping Dong
    date accessioned2022-01-30T21:07:57Z
    date available2022-01-30T21:07:57Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29ST.1943-541X.0002803.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267704
    description abstractAn experimental study was conducted of the behavior of equal-leg and unequal-leg angles bent around the major principal axis. A finite-element model was developed for numerical simulation of the behavior and extensive computation. The results showed that the unequal-leg angle member generates out-of-plane deformation and torsion after the edge yields. The underlying mechanism is the neutral axis rotation of the unequal-leg angle section to maintain an equilibrium condition under the applied bending moment after the edge yields. The test results indicated that out-of-plane deformation and torsion after edge yielding affect the ultimate capacity of short-length unequal-leg angles subjected to major principal axis bending. The sensitivity of the behavior to imperfections also was studied. The test and analytical results were compared with the equations in the relevant specification and those proposed in the literature. The specification overestimates the effect of slenderness ratio. Overall, the specification is conservative.
    publisherASCE
    titlePostyielding Behavior of Single Angles Bent around the Major Principal Axis
    typeJournal Paper
    journal volume146
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002803
    page16
    treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    contenttypeFulltext
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