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  5. Modelling the fracture behaviour of adhesively-bonded joints as a function of test rate
 
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Modelling the fracture behaviour of adhesively-bonded joints as a function of test rate

Author(s)
Karac, Aleksandar  
Blackman, B. R. K.  
Cooper, V.  
et al.  
Uri
http://hdl.handle.net/10197/4780
Date Issued
2011-04
Date Available
2013-10-18T08:37:46Z
Abstract
Tapered-double cantilever-beam joints were manufactured from aluminium-alloy substrates bonded together using a single-part, rubber-toughened, epoxy adhesive. The mode I fracture behaviour of the joints was investigated as a function of loading rate by conducting a series of tests at crosshead speeds ranging from 3.33 × 10−6 m/s to 13.5 m/s. Unstable (i.e. stick–slip crack) growth behaviour was observed at test rates between 0.1 m/s and 6 m/s, whilst stable crack growth occurred at both lower and higher rates of loading. The adhesive fracture energy, GIc, was estimated analytically, and the experiments were simulated numerically employing an implicit finite-volume method together with a cohesive-zone model. Good agreement was achieved between the numerical predictions, analytical results and the experimental observations over the entire range of loading rates investigated. The numerical simulations were able very readily to predict the stable crack growth which was observed, at both the slowest and highest rates of loading. However, the unstable crack propagation that was observed could only be predicted accurately when a particular rate-dependent cohesive-zone model was used. This crack-velocity dependency of GIc was also supported by the predictions of an adiabatic thermal-heating model.
Type of Material
Journal Article
Publisher
Elsevier
Journal
Engineering Fracture Mechanics
Volume
78
Issue
6
Start Page
973
End Page
989
Copyright (Published Version)
2011 Elsevier
Subjects

Adhesive joints

Cohesive-zone model

High-rate

Finite-volume modelli...

Fracture mechanics

Rate-dependent

Stick–slip

DOI
10.1016/j.engfracmech.2010.11.014
Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
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Kinloch_Modelling_2013 done.pdf

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36.52 KB

Format

Adobe PDF

Checksum (MD5)

755616357d19e7af174dd82020c3ff7a

Owning collection
Mechanical & Materials Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
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