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    Cyclic Testing of Moment Connections Upgraded with Weld Overlays

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author:
    James C. Anderson
    ,
    Jean Duan
    ,
    Yan Xiao
    ,
    Peter Maranian
    DOI: 10.1061/(ASCE)0733-9445(2002)128:4(509)
    Publisher: American Society of Civil Engineers
    Abstract: Experimental studies were conducted to investigate the application of fracture tough overlay welds for the upgrading of welded steel moment connections. The experimental program consisted of cyclic tests on three exterior connection specimens that were initially fabricated using pre-Northridge welding procedures. Two specimens were fabricated from small size sections and one was fabricated from an intermediate size section. Overlay welds were placed using self-shielded flux core arc weld (FCAW-ss) with a fracture tough electrode (E70T-8). The application of weld overlays to the small size specimens resulted in a significant improvement in their cyclic performance. The plastic rotation capacity of both specimens was either close to or exceeded 3%. The application of weld overlays to the moment connection of the intermediate size specimen also improved the rotation capacity. However, the upgraded specimen failed in the parent material of the beam flange, away from the weld region at a plastic rotation of 2.7%.
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      Cyclic Testing of Moment Connections Upgraded with Weld Overlays

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    https://yetl.yabesh.ir/yetl1/handle/yetl/33814
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    • Journal of Structural Engineering

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    contributor authorJames C. Anderson
    contributor authorJean Duan
    contributor authorYan Xiao
    contributor authorPeter Maranian
    date accessioned2017-05-08T20:58:20Z
    date available2017-05-08T20:58:20Z
    date copyrightApril 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A4%28509%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33814
    description abstractExperimental studies were conducted to investigate the application of fracture tough overlay welds for the upgrading of welded steel moment connections. The experimental program consisted of cyclic tests on three exterior connection specimens that were initially fabricated using pre-Northridge welding procedures. Two specimens were fabricated from small size sections and one was fabricated from an intermediate size section. Overlay welds were placed using self-shielded flux core arc weld (FCAW-ss) with a fracture tough electrode (E70T-8). The application of weld overlays to the small size specimens resulted in a significant improvement in their cyclic performance. The plastic rotation capacity of both specimens was either close to or exceeded 3%. The application of weld overlays to the moment connection of the intermediate size specimen also improved the rotation capacity. However, the upgraded specimen failed in the parent material of the beam flange, away from the weld region at a plastic rotation of 2.7%.
    publisherAmerican Society of Civil Engineers
    titleCyclic Testing of Moment Connections Upgraded with Weld Overlays
    typeJournal Paper
    journal volume128
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:4(509)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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