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    Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004::page 06022001
    Author:
    Y. B. Yang
    ,
    Y. Z. Liu
    DOI: 10.1061/(ASCE)ST.1943-541X.0003306
    Publisher: ASCE
    Abstract: Straight elements are a simple tool for tackling the locking problem for curved beams. When a curved I-beam is approximated by chordwise straight elements, the conventional approach is to treat the rate of twisting as the warping degree of freedom (DOF) for the chordwise elements, which involves some confusion. In this article, a new straight element was derived by a mixed formulation by adopting the generalized warping deformation used in the energy composition as the associated nodal DOF based on the Bernoulli-Euler-Vlasov hypothesis. The convergence characteristics of both approaches were theoretically analyzed. The example demonstrated good convergence properties for both the conventional and mixed straight elements, aside from the fact that they are locking-free, unlike some curved elements. The mixed straight element showed a better performance because its treatment of warping deformation is more consistent in energy terms.
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      Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282443
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    • Journal of Structural Engineering

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    contributor authorY. B. Yang
    contributor authorY. Z. Liu
    date accessioned2022-05-07T20:26:51Z
    date available2022-05-07T20:26:51Z
    date issued2022-01-31
    identifier other(ASCE)ST.1943-541X.0003306.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282443
    description abstractStraight elements are a simple tool for tackling the locking problem for curved beams. When a curved I-beam is approximated by chordwise straight elements, the conventional approach is to treat the rate of twisting as the warping degree of freedom (DOF) for the chordwise elements, which involves some confusion. In this article, a new straight element was derived by a mixed formulation by adopting the generalized warping deformation used in the energy composition as the associated nodal DOF based on the Bernoulli-Euler-Vlasov hypothesis. The convergence characteristics of both approaches were theoretically analyzed. The example demonstrated good convergence properties for both the conventional and mixed straight elements, aside from the fact that they are locking-free, unlike some curved elements. The mixed straight element showed a better performance because its treatment of warping deformation is more consistent in energy terms.
    publisherASCE
    titleTreatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach
    typeJournal Paper
    journal volume148
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003306
    journal fristpage06022001
    journal lastpage06022001-8
    page8
    treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004
    contenttypeFulltext
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