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    Study on Local Buckling of Steel Shell–Concrete Composite Pylons

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 010::page 04025060-1
    Author:
    Liang, Huanwei
    ,
    Zhang, Shengjian
    ,
    Xu, Chunrong
    ,
    Zhao, Canhui
    ,
    Tan, Sun
    DOI: 10.1061/JBENF2.BEENG-7641
    Publisher: American Society of Civil Engineers
    Abstract: Abstract To optimize the arrangement of stiffeners and studs in a steel shell–concrete composite pylon (SSCCP), three types of steel shell stability specimens are designed in this study. The critical buckling strain and postbuckling strain development of ...
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      Study on Local Buckling of Steel Shell–Concrete Composite Pylons

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314313
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    contributor authorLiang, Huanwei
    contributor authorZhang, Shengjian
    contributor authorXu, Chunrong
    contributor authorZhao, Canhui
    contributor authorTan, Sun
    date accessioned2026-08-20T21:20:27Z
    date available2026-08-20T21:20:27Z
    date copyright2025/07/17
    date issued2025
    identifier otherJBENF2.BEENG-7641.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314313
    description abstractAbstract To optimize the arrangement of stiffeners and studs in a steel shell–concrete composite pylon (SSCCP), three types of steel shell stability specimens are designed in this study. The critical buckling strain and postbuckling strain development of ...
    publisherAmerican Society of Civil Engineers
    titleStudy on Local Buckling of Steel Shell–Concrete Composite Pylons
    typeJournal Article
    journal volume30
    journal issue10
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7641
    journal fristpage04025060-1
    journal lastpage04025060-13
    page13
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 010
    contenttypeFulltext
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