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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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