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    Withdrawal Strength and Bending Yield Strength of Stainless Steel Nails

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author:
    Douglas R. Rammer
    ,
    Samuel L. Zelinka
    DOI: 10.1061/(ASCE)ST.1943-541X.0001088
    Publisher: American Society of Civil Engineers
    Abstract: It has been well established that stainless steel nails have superior corrosion performance compared to carbon steel or galvanized nails in treated wood; however, their mechanical fastening behavior is unknown. In this paper, the performance of stainless steel nails is examined with respect to two important properties used in wood connection design: withdrawal strength and nail bending yield strength. Different nail diameters, wood specific gravities, and nail manufacturers were examined. The current withdrawal design equations, developed from carbon steel nail data, overpredict the expected withdrawal strength when used for stainless steel nails, reducing the safety factor. As a result, a new equation was developed to predict the nail stainless steel withdrawal capacity. The data further indicate that nail bending yield strength values for stainless steel were similar to carbon steel data.
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      Withdrawal Strength and Bending Yield Strength of Stainless Steel Nails

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    contributor authorDouglas R. Rammer
    contributor authorSamuel L. Zelinka
    date accessioned2017-05-08T22:12:00Z
    date available2017-05-08T22:12:00Z
    date copyrightMay 2015
    date issued2015
    identifier other39827315.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73316
    description abstractIt has been well established that stainless steel nails have superior corrosion performance compared to carbon steel or galvanized nails in treated wood; however, their mechanical fastening behavior is unknown. In this paper, the performance of stainless steel nails is examined with respect to two important properties used in wood connection design: withdrawal strength and nail bending yield strength. Different nail diameters, wood specific gravities, and nail manufacturers were examined. The current withdrawal design equations, developed from carbon steel nail data, overpredict the expected withdrawal strength when used for stainless steel nails, reducing the safety factor. As a result, a new equation was developed to predict the nail stainless steel withdrawal capacity. The data further indicate that nail bending yield strength values for stainless steel were similar to carbon steel data.
    publisherAmerican Society of Civil Engineers
    titleWithdrawal Strength and Bending Yield Strength of Stainless Steel Nails
    typeJournal Paper
    journal volume141
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001088
    treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 005
    contenttypeFulltext
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