Fatigue crack growth study of CFRP patch repaired Al 2014-T6 panel having an inclined center crack using FEA and DIC

Fatigue crack growth study of CFRP patch repaired Al 2014-T6 panel having an inclined center crack using FEA and DIC

Accepted Manuscript Fatigue crack growth study of CFRP patch repaired Al 2014-T6 panel having an inclined center crack using FEA and DIC R. Srilakshmi...

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Accepted Manuscript Fatigue crack growth study of CFRP patch repaired Al 2014-T6 panel having an inclined center crack using FEA and DIC R. Srilakshmi, M. Ramji, Viswanath Chinthapenta PII: DOI: Reference:

S0013-7944(14)00408-1 http://dx.doi.org/10.1016/j.engfracmech.2014.12.012 EFM 4445

To appear in:

Engineering Fracture Mechanics

Received Date: Revised Date: Accepted Date:

31 July 2014 11 December 2014 18 December 2014

Please cite this article as: Srilakshmi, R., Ramji, M., Chinthapenta, V., Fatigue crack growth study of CFRP patch repaired Al 2014-T6 panel having an inclined center crack using FEA and DIC, Engineering Fracture Mechanics (2014), doi: http://dx.doi.org/10.1016/j.engfracmech.2014.12.012

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Highlights

In single sided repair one sided patch causes additional bending and mode mixity. In single sided repair non-uniform crack growth profile is observed. Adhesive interface modelled as cohesive zone using contact elements. Double sided repair offered maximum reduction in SIF and higher fatigue life. DIC is found out to be a suitable technique to monitor crack growth accurately.