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    The Tightening of Bolts to Yield and Their Performance Under Load

    Source: Journal of Vibration and Acoustics:;1986:;volume( 108 ):;issue: 002::page 213
    Author:
    Ian Chapman
    ,
    John Newnham
    ,
    Paul Wallace
    DOI: 10.1115/1.3269326
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The mechanism of tightening bolted joints and the stress distribution in the bolt are analyzed. Measurements were made of static and dynamic strength of joints. It is shown that all bolts behave elastically when external loads are applied to the joint even when the fastener was tightened to its torque-tension yield point. It is shown that joints generally fail when the external loads are sufficient to overcome the bolt preload. Fatigue reesults show that joint fatigue strength increases with preload, and that high fatigue bolts gave an improvement over standard fasteners at all preloads.
    keyword(s): Stress , Fasteners , Fatigue , Measurement , Torque , Bolted joints , Stress concentration , Fatigue strength , Tension , Yield point AND Mechanisms ,
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      The Tightening of Bolts to Yield and Their Performance Under Load

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/101942
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    • Journal of Vibration and Acoustics

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    contributor authorIan Chapman
    contributor authorJohn Newnham
    contributor authorPaul Wallace
    date accessioned2017-05-08T23:23:52Z
    date available2017-05-08T23:23:52Z
    date copyrightApril, 1986
    date issued1986
    identifier issn1048-9002
    identifier otherJVACEK-28969#213_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/101942
    description abstractThe mechanism of tightening bolted joints and the stress distribution in the bolt are analyzed. Measurements were made of static and dynamic strength of joints. It is shown that all bolts behave elastically when external loads are applied to the joint even when the fastener was tightened to its torque-tension yield point. It is shown that joints generally fail when the external loads are sufficient to overcome the bolt preload. Fatigue reesults show that joint fatigue strength increases with preload, and that high fatigue bolts gave an improvement over standard fasteners at all preloads.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Tightening of Bolts to Yield and Their Performance Under Load
    typeJournal Paper
    journal volume108
    journal issue2
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.3269326
    journal fristpage213
    journal lastpage221
    identifier eissn1528-8927
    keywordsStress
    keywordsFasteners
    keywordsFatigue
    keywordsMeasurement
    keywordsTorque
    keywordsBolted joints
    keywordsStress concentration
    keywordsFatigue strength
    keywordsTension
    keywordsYield point AND Mechanisms
    treeJournal of Vibration and Acoustics:;1986:;volume( 108 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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