Application of toughened epoxy-adhesives for strengthening of fatigue-damaged steel structures

2021 ◽  
Vol 275 ◽  
pp. 121579
Author(s):  
Yann Kasper ◽  
Matthias Albiez ◽  
Thomas Ummenhofer ◽  
Christoph Mayer ◽  
Tobias Meier ◽  
...  
1999 ◽  
Vol 39 (10) ◽  
pp. 1837-1848 ◽  
Author(s):  
Jeremy H. Klug ◽  
James C. Seferis

Author(s):  
Byoung Un Kang ◽  
Jae Young Jho ◽  
Junkyung Kim ◽  
Sang-Soo Lee ◽  
Min Park ◽  
...  

2014 ◽  
Vol 2014 (0) ◽  
pp. _OS1736-1_-_OS1736-2_
Author(s):  
Satoshi MATSUDA ◽  
Yuji GOTO ◽  
Yusuke SHIMODA ◽  
Yoshio FURUKAWA ◽  
Hajime KISHI

2010 ◽  
Vol 86 (7) ◽  
pp. 698-725 ◽  
Author(s):  
A. Ameli ◽  
N. V. Datla ◽  
M. Papini ◽  
J. K. Spelt

2010 ◽  
Vol 77 (3) ◽  
pp. 521-534 ◽  
Author(s):  
A. Ameli ◽  
M. Papini ◽  
J.A. Schroeder ◽  
J.K. Spelt

2012 ◽  
Vol 79 ◽  
pp. 61-77 ◽  
Author(s):  
N.V. Datla ◽  
A. Ameli ◽  
S. Azari ◽  
M. Papini ◽  
J.K. Spelt

2011 ◽  
Vol 488-489 ◽  
pp. 537-540
Author(s):  
P. Akbarzadeh ◽  
Khalil Farhangdoost

The prediction of the strength of adhesively bonded joints has been investigated using a variety of failure criteria such as maximum stress or strain, and fracture mechanics approaches. Fracture mechanics approaches based on the critical strain energy release rate, for crack propagation are applicable to highly cross-linked structural adhesives and have the advantage of avoiding the explicit consideration of the bi-material singularities inherent in adhesive joints. In the present work, the finite-element simulation of such adhesive joint has been performed and the R-curves of two different rubber-toughened epoxy adhesives were measured using double cantilever beam (DCB) specimens. The FE results are applied to be compared with the experimental results which were reported in the literature.


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