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    Power-Actuated Fasteners Connecting Cold-Formed Sheet Steels under Monotonic Tension Loading

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003::page 04020361-1
    Author:
    An Nhien Truong
    ,
    Cao Hung Pham
    ,
    Gregory J. Hancock
    DOI: 10.1061/(ASCE)ST.1943-541X.0002920
    Publisher: ASCE
    Abstract: A total of 105 cross-tension tests were conducted to investigate the strength and behavior of power-actuated fastener (PAF) connections under quasi-static monotonic tensile loading. Three types of PAF were used to join sheets with thicknesses ranging from 0.75 to 4.00 mm to thicker plates with thicknesses ranging from 3.00 to 20.0 mm. All of the steel materials were high-strength cold-formed steel, except for the 20-mm-thick steel, which was hot-rolled steel. The studied parameters were the type and diameter of the fasteners and the thicknesses of the top and base steel materials. The majority of the specimens failed by pull-out failure, although some thinner sheets failed by transverse fracture of the top sheet. The test results reveal that PAF connections exhibit a high tensile capacity as long as a sufficient embedment length is provided. A model is proposed to evaluate the pull-out strength of PAF connections based on the base material strength and the average embedded diameter and embedment length of the fastener. The proposed model produces a mean of test-to-prediction ratio equal to 1.02 with a coefficient of variation ranging from 0.12 to 0.16. Reliability analyses were carried out and resulted in a resistance factor of 0.56–0.69 for Load and Resistance Factor Design.
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      Power-Actuated Fasteners Connecting Cold-Formed Sheet Steels under Monotonic Tension Loading

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    contributor authorAn Nhien Truong
    contributor authorCao Hung Pham
    contributor authorGregory J. Hancock
    date accessioned2022-01-31T23:45:16Z
    date available2022-01-31T23:45:16Z
    date issued3/1/2021
    identifier other%28ASCE%29ST.1943-541X.0002920.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270297
    description abstractA total of 105 cross-tension tests were conducted to investigate the strength and behavior of power-actuated fastener (PAF) connections under quasi-static monotonic tensile loading. Three types of PAF were used to join sheets with thicknesses ranging from 0.75 to 4.00 mm to thicker plates with thicknesses ranging from 3.00 to 20.0 mm. All of the steel materials were high-strength cold-formed steel, except for the 20-mm-thick steel, which was hot-rolled steel. The studied parameters were the type and diameter of the fasteners and the thicknesses of the top and base steel materials. The majority of the specimens failed by pull-out failure, although some thinner sheets failed by transverse fracture of the top sheet. The test results reveal that PAF connections exhibit a high tensile capacity as long as a sufficient embedment length is provided. A model is proposed to evaluate the pull-out strength of PAF connections based on the base material strength and the average embedded diameter and embedment length of the fastener. The proposed model produces a mean of test-to-prediction ratio equal to 1.02 with a coefficient of variation ranging from 0.12 to 0.16. Reliability analyses were carried out and resulted in a resistance factor of 0.56–0.69 for Load and Resistance Factor Design.
    publisherASCE
    titlePower-Actuated Fasteners Connecting Cold-Formed Sheet Steels under Monotonic Tension Loading
    typeJournal Paper
    journal volume147
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002920
    journal fristpage04020361-1
    journal lastpage04020361-14
    page14
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003
    contenttypeFulltext
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