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    Relaxation of ASTM A325 Bolted Assemblies

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author:
    Daniel Reuther
    ,
    Ian Baker
    ,
    Alexander Yetka
    ,
    Douglas B. Cleary
    ,
    William Riddell
    DOI: 10.1061/(ASCE)ST.1943-541X.0000937
    Publisher: American Society of Civil Engineers
    Abstract: Results from a series of tests intended to study loss of pretension force in bolted assemblies are presented. The test matrix included ASTM A325 assemblies with various direct tension indicators (DTIs), some through-hardened and some not, as well as assemblies without direct tension indicators. Bolt length and diameter and grade of nut were also varied. Load losses were monitored for 42 days (1,000 h). However, load levels generally stabilized after 14 days. Pretension losses were linearly dependent on initial pretension and not affected by DTI or washer configuration. Bolt diameter and length did affect the magnitude of losses over time but not the general linear relationship with initial pretension.
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      Relaxation of ASTM A325 Bolted Assemblies

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    contributor authorDaniel Reuther
    contributor authorIan Baker
    contributor authorAlexander Yetka
    contributor authorDouglas B. Cleary
    contributor authorWilliam Riddell
    date accessioned2017-05-08T22:19:10Z
    date available2017-05-08T22:19:10Z
    date copyrightSeptember 2014
    date issued2014
    identifier other40717862.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77450
    description abstractResults from a series of tests intended to study loss of pretension force in bolted assemblies are presented. The test matrix included ASTM A325 assemblies with various direct tension indicators (DTIs), some through-hardened and some not, as well as assemblies without direct tension indicators. Bolt length and diameter and grade of nut were also varied. Load losses were monitored for 42 days (1,000 h). However, load levels generally stabilized after 14 days. Pretension losses were linearly dependent on initial pretension and not affected by DTI or washer configuration. Bolt diameter and length did affect the magnitude of losses over time but not the general linear relationship with initial pretension.
    publisherAmerican Society of Civil Engineers
    titleRelaxation of ASTM A325 Bolted Assemblies
    typeJournal Paper
    journal volume140
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000937
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
    contenttypeFulltext
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