Composite patches (usually made from carbon-fibre reinforced plastic (CFRP)) are frequently used for localised structural strengthening. They can also be used to repair fatigue cracks in metallic structures in situations where welded repairs are unsuitable: for example, cracks in stress concentrations may re-appear soon after a welded repair is attempted. This application is, however, hampered by the difficulty of predicting the fatigue life extension produced by the repair. This paper presents work which shows that the growth of patched and unpatched fatigue cracks can be predicted using finite-element analysis, allowing the benefits of a potential patch repair to be quantitatively assessed. Simulations of the crack propagation are performed and show a good correlation with test results. The tested repair was successful in significantly reducing the fatigue crack growth rate.
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April 2009
Research Article|
April 01 2009
Modelling composite repairs to cracked metal structures
M. Roy, MEng, CEng, MIMechE;
M. Roy, MEng, CEng, MIMechE
Senior Engineer
QinetiQ Limited
Dunfermline, UK
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C. Lang, MBA, MSc, PhD, CEng, MIMechE;
C. Lang, MBA, MSc, PhD, CEng, MIMechE
Research Associate
Heriot-Watt University
Edinburgh, UK
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I. M. May, MSc, PhD, CEng, FICE, FIStructE
I. M. May, MSc, PhD, CEng, FICE, FIStructE
Professor of Civil Engineering
Heriot-Watt University
Edinburgh, UK
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Publisher: Emerald Publishing
Received:
December 19 2007
Accepted:
August 20 2008
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2009) 162 (2): 107–113.
Article history
Received:
December 19 2007
Accepted:
August 20 2008
Citation
Roy M, Lang C, May IM (2009), "Modelling composite repairs to cracked metal structures". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 162 No. 2 pp. 107–113, doi: https://doi.org/10.1680/stbu.2009.162.2.107
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