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    Behavior of PCFCST Gusset K-Joints with Arc-Shaped Endplates in Wind Turbine Towers

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008::page 04026083-1
    Author:
    Li, Bin
    ,
    Lv, Huan
    ,
    Gao, Chunyan
    ,
    Yan, Jiabao
    DOI: 10.1061/JSENDH.STENG-15470
    Publisher: American Society of Civil Engineers
    Abstract: AbstractUnder the evolving trend of ultralong blades, ultrahigh towers, and large-capacity units in wind turbine systems, concrete-filled steel tubular (CFST) lattice towers demonstrate prominent advantages in terms of structural efficiency, material ...Practical ApplicationsThis study investigates a novel prefabricated connection system for CFST lattice towers used in wind farms. The proposed “arc-shaped endplate with blind bolts” connection replaces traditional on-site welding, offering a solution to ...
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      Behavior of PCFCST Gusset K-Joints with Arc-Shaped Endplates in Wind Turbine Towers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313502
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    contributor authorLi, Bin
    contributor authorLv, Huan
    contributor authorGao, Chunyan
    contributor authorYan, Jiabao
    date accessioned2026-08-20T12:28:08Z
    date available2026-08-20T12:28:08Z
    date copyright2026/05/26
    date issued2026
    identifier otherJSENDH.STENG-15470.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313502
    description abstractAbstractUnder the evolving trend of ultralong blades, ultrahigh towers, and large-capacity units in wind turbine systems, concrete-filled steel tubular (CFST) lattice towers demonstrate prominent advantages in terms of structural efficiency, material ...Practical ApplicationsThis study investigates a novel prefabricated connection system for CFST lattice towers used in wind farms. The proposed “arc-shaped endplate with blind bolts” connection replaces traditional on-site welding, offering a solution to ...
    publisherAmerican Society of Civil Engineers
    titleBehavior of PCFCST Gusset K-Joints with Arc-Shaped Endplates in Wind Turbine Towers
    typeJournal Article
    journal volume152
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15470
    journal fristpage04026083-1
    journal lastpage04026083-14
    page14
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008
    contenttypeFulltext
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