scholarly journals Static and Fatigue Failure of Bolted Joints in Hybrid Composite-Aluminium Aircraft Structures

2015 ◽  
Author(s):  
Zlatan Kapidzic ◽  
2009 ◽  
Vol 89 (2) ◽  
pp. 285-293 ◽  
Author(s):  
Vincent Caccese ◽  
Keith A. Berube ◽  
Mauricio Fernandez ◽  
J. Daniel Melo ◽  
Jean Paul Kabche

2012 ◽  
Vol 713 ◽  
pp. 73-78 ◽  
Author(s):  
I. Álvarez ◽  
F.J. Doblas ◽  
C. Vallellano ◽  
A. Portal ◽  
P.J. Arroyo

This paper presents a numerical analysis of the influence on the fatigue life of hybrid metal/CFRP bolted joints of some deviations in certain assembly parameters. Two types of hybrid joints typically used in aircraft are analyzed, the Ti-6Al-4V/CFRP and the Al-2024-T3/CFRP, riveted with blind bolts. The parameters analyzed are: the thickness of sealant between metal sheet and composite laminate, the angle of countersunk and the adjustment or chamfer at the countersunk-drill zone. The analysis highlights critical areas for fatigue failure and the relative influence of these parameters on the fatigue resistance of the joint.


Author(s):  
Toshimichi Fukuoka ◽  
Masataka Nomura ◽  
Takashi Fuchikami

Fatigue failures of bolted joints frequently lead to serious accidents of machines and structures. It is well known that fatigue failure is likely to occur around the first thread root of bolt adjacent to the nut loaded surface and the run-out of bolt thread. That is because high stress amplitudes are generated there due to alternating external forces. Accordingly, it is significantly important to evaluate the stress amplitudes along the thread root in order to better define the fatigue failure mechanism of bolted joints. In this study, stress amplitude distributions along the thread helix including the thread run-out are analyzed by three-dimensional finite element analysis, where the numerical models of bolted joints are constructed so as to accurately take account of the effect of thread helical geometry, using the modeling scheme proposed in the previous paper. The analytical objectives are bolted joints with axi-symmetric geometry except for the helical-shaped threaded portions, and are subjected to axi-symmetric external forces. It has been substantiated, based on the stress amplitude distributions along the thread helix, that the fatigue failures are likely to originate from the first bolt thread, as in the case of the maximum stress, and the run-out of threads. Also shown is that the fatigue failure location varies depending on the distance between the target bolt and the loading position and whether or not there is a separation at the plate interface.


1993 ◽  
Vol 25 (1-4) ◽  
pp. 567-578 ◽  
Author(s):  
Tomas Ireman ◽  
Tonny Nyman ◽  
Kurt Hellbom

1968 ◽  
Vol 10 (5) ◽  
pp. 434-437 ◽  
Author(s):  
R. Spiers ◽  
M. S. G. Cullimore

Fatigue tests on a large number of double cover plate butt joints showed that the cause of failure in the majority of cases was by cracks originating in an annular area of fretting damage around the bolt hole. The nature of the fretting is discussed and the variation with load amplitude of the size of the annular area is described. Several well defined patterns of fatigue cracking were observed. These are described and their associated crack origins classified and related to the joint geometry and load levels.


2007 ◽  
Vol 353-358 ◽  
pp. 2037-2040 ◽  
Author(s):  
Shinji Hashimura

In our previous study, loosening-fatigue tests under small transverse vibrations had been performed to elucidate bolt behavior and loosening-fatigue mechanism in the long life region. In this study, the influences of bolt property class and the plastic region tightening on loosening-fatigue characteristics under transverse vibration have been investigated. Result shows that bolt property class has little influence on the loosening-fatigue limits under transverse vibration. Result also shows that the transverse loosening-fatigue limit of the bolt which has been tightened to within the plastic region is lower than the transverse loosening-fatigue limit of the bolt that has been tightened to within the elastic region. This result is the opposite of the result of the axial fatigue characteristics of bolted joints.


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