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    Behavior of Self-Drilling Screws in Light-Gauge Steel Construction

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author:
    M. R. Bambach
    ,
    K. J. R. Rasmussen
    DOI: 10.1061/(ASCE)0733-9445(2007)133:6(895)
    Publisher: American Society of Civil Engineers
    Abstract: Single point, self-drilling fasteners are commonly used in light-gauge steel constructions including domestic, agricultural, and industrial structures. Fasteners installed in practice often suffer from a variety of in situ conditions that can affect the capacity of the fastener, such as construction tolerances creating combined shear and bending in the fastener (rather than pure shear), overtorqueing the fastener which can cause stripping of the thread or shearing off the head, nonperpendicular insertion of the fastener and accidental impact on the structure creating dynamic loads on the fastener. This note describes a series of 120 single lap connection tests of single screw fasteners under a variety of the above-mentioned conditions, performed on fasteners of different gauge inserted into different thicknesses and grades of steel. A design equation is proposed to modify the nominal shear strength to account for these conditions.
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      Behavior of Self-Drilling Screws in Light-Gauge Steel Construction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35057
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    contributor authorM. R. Bambach
    contributor authorK. J. R. Rasmussen
    date accessioned2017-05-08T21:00:15Z
    date available2017-05-08T21:00:15Z
    date copyrightJune 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A6%28895%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35057
    description abstractSingle point, self-drilling fasteners are commonly used in light-gauge steel constructions including domestic, agricultural, and industrial structures. Fasteners installed in practice often suffer from a variety of in situ conditions that can affect the capacity of the fastener, such as construction tolerances creating combined shear and bending in the fastener (rather than pure shear), overtorqueing the fastener which can cause stripping of the thread or shearing off the head, nonperpendicular insertion of the fastener and accidental impact on the structure creating dynamic loads on the fastener. This note describes a series of 120 single lap connection tests of single screw fasteners under a variety of the above-mentioned conditions, performed on fasteners of different gauge inserted into different thicknesses and grades of steel. A design equation is proposed to modify the nominal shear strength to account for these conditions.
    publisherAmerican Society of Civil Engineers
    titleBehavior of Self-Drilling Screws in Light-Gauge Steel Construction
    typeJournal Paper
    journal volume133
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:6(895)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    contenttypeFulltext
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