Relaxation of ASTM A325 Bolted Assemblies

被引:7
作者
Reuther, Daniel [1 ]
Baker, Ian [1 ]
Yetka, Alexander [1 ]
Cleary, Douglas B. [1 ]
Riddell, William [1 ]
机构
[1] Rowan Univ, Glassboro, NJ 08028 USA
关键词
Bolts; Bolted connections; Relaxation (mechanics); Ultrasonic methods; Metal and composite structures;
D O I
10.1061/(ASCE)ST.1943-541X.0000937
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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. (C) 2014 American Society of Civil Engineers.
引用
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页数:7
相关论文
共 18 条
  • [1] Alma Bolt Company and Prime Fasteners, 2012, PROOF LOAD TENS STRE
  • [2] [Anonymous], 2005, Eurocode 3, V8, P135
  • [3] [Anonymous], 2009, SPECIFICATION STRUCT
  • [4] ASTM, 2009, F959092009 ASTM
  • [5] ASTM, 2010, A32510E1 ASTM
  • [6] ASTM, 2007, A56307A ASTM
  • [7] ASTM, 2006, E168500 ASTM
  • [8] ASTM, 2011, A35411 ASTM
  • [9] ASTM, 1966, A766 ASTM
  • [10] ASTM, 2011, F436 ASTM