Tension failure analysis for bolted joints using a closed-form stress solution

2020 ◽  
Vol 238 ◽  
pp. 111931 ◽  
Author(s):  
M. Nguyen-Hoang ◽  
W. Becker

2022 ◽  
pp. 115227
Author(s):  
Jianxia Wang ◽  
Tianliang Qin ◽  
Narasimha Rao Mekala ◽  
Yujun Li ◽  
Mohammad Heidari-Rarani ◽  
...  




2009 ◽  
Vol 20 (2) ◽  
pp. 163-178 ◽  
Author(s):  
Faruk Sen ◽  
Murat Pakdil ◽  
Onur Sayman ◽  
Semih Benli




2011 ◽  
Vol 18 (1) ◽  
pp. 364-373 ◽  
Author(s):  
D. Croccolo ◽  
M. De Agostinis ◽  
N. Vincenzi


2008 ◽  
Vol 17 (5) ◽  
pp. 096369350801700 ◽  
Author(s):  
Ümran Esendemi̇r

In this study, an experimental investigation was carried out, in order to study pin- bearing strength, failure modes under various clamping moments depending on the geometrical parameters. Two different geometrical parameters were investigated. For that reason, the ratio of the distance from the pin centre to the top edge top in diameter (E/D), and the ratio of the specimen width to the pin diameter (W/D) were suitably varied, in order to verify their influence on the failure modes consisting of net-tension, cleavage and bearing. Totally, 160 specimens were tested. The mechanical properties of prepreg composite were obtained from standard tests. Experimental results showed that failure modes and bearing strengths were strictly influenced from increasing value of applied clamping moments and geometrical parameters.



Author(s):  
Yosef Amir ◽  
Saravanakumar Iyyanar ◽  
Aravind Devali ◽  
Muniratnam Kumar

Bending stress calculation in eccentric bolted joints is a well-known process in the design of bolted joints. However, in a concentric bolted joint with transverse load, the existence of bending stress is generally not considered as critical. But in reality, there is a possibility of catastrophic failure of the bolt occurring in a concentric bolted joint as a result of the bending stress even before the joint looseness or before the bolt fracture under tension. The aim of this paper is to propose a closed form solution to predict the potential risk of this failure that could be developed particularly at moderate preload of the bolt. Three concentric bolted joint cases with M12, M10 and M8 with transverse load and external tension load were investigated; FEA and experimental results validated the closed form calculation.





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