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    Behavior of Cold-Formed Steel Beam-to-Column Clip-Angle Connection at Fire

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 006::page 04026056-1
    Author:
    Madheswaran, Ranjithkumar Palaniyammal
    ,
    Madhavan, Mahendrakumar Mathialagu
    DOI: 10.1061/JSENDH.STENG-15876
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study examines the behavior of cold-formed steel (CFS) beam-to-column bolted clip-angle connections under ambient and fire conditions. A total of 26 experimental tests were conducted, varying the width and depth of the clip angles. A ...The graphical abstract is organized into two main sections. The first section presents a schematic illustration of the experimental setup, depicting the beam-to-column clip-angle connection positioned within the furnace. The second section highlights the ...
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      Behavior of Cold-Formed Steel Beam-to-Column Clip-Angle Connection at Fire

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313518
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    contributor authorMadheswaran, Ranjithkumar Palaniyammal
    contributor authorMadhavan, Mahendrakumar Mathialagu
    date accessioned2026-08-20T12:28:46Z
    date available2026-08-20T12:28:46Z
    date copyright2026/03/30
    date issued2026
    identifier otherJSENDH.STENG-15876.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313518
    description abstractAbstractThis study examines the behavior of cold-formed steel (CFS) beam-to-column bolted clip-angle connections under ambient and fire conditions. A total of 26 experimental tests were conducted, varying the width and depth of the clip angles. A ...The graphical abstract is organized into two main sections. The first section presents a schematic illustration of the experimental setup, depicting the beam-to-column clip-angle connection positioned within the furnace. The second section highlights the ...
    publisherAmerican Society of Civil Engineers
    titleBehavior of Cold-Formed Steel Beam-to-Column Clip-Angle Connection at Fire
    typeJournal Article
    journal volume152
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15876
    journal fristpage04026056-1
    journal lastpage04026056-16
    page16
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 006
    contenttypeFulltext
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