2015
DOI: 10.1016/j.engfracmech.2014.12.012
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Fatigue crack growth study of CFRP patch repaired Al 2014-T6 panel having an inclined center crack using FEA and DIC

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Cited by 46 publications
(13 citation statements)
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“…6 However, in most portion of the main plate thickness, the RF I value is positive, and the results presented in various references, show that the use of the one-sided patches is useful in extending the fatigue life of the structure. 26 For the boron-epoxy patch, the RF I values on the patched and unpatched sides is 61.4% and À33.5%, respectively, and the average SIF in mode I is 198:7 MPa ffiffiffiffiffiffiffiffi mm p , which is 14% less than the unrepaired value. Although, the difference in K I for different patch materials is not so significant, as the patch stiffness increases, the repair efficiency increases too.…”
Section: Effect Of the Patch Materials On The Sif Reductionmentioning
confidence: 93%
“…6 However, in most portion of the main plate thickness, the RF I value is positive, and the results presented in various references, show that the use of the one-sided patches is useful in extending the fatigue life of the structure. 26 For the boron-epoxy patch, the RF I values on the patched and unpatched sides is 61.4% and À33.5%, respectively, and the average SIF in mode I is 198:7 MPa ffiffiffiffiffiffiffiffi mm p , which is 14% less than the unrepaired value. Although, the difference in K I for different patch materials is not so significant, as the patch stiffness increases, the repair efficiency increases too.…”
Section: Effect Of the Patch Materials On The Sif Reductionmentioning
confidence: 93%
“…1 The works done in Walde and Lilhare 22 and Srilakshmi et al. 23 found that by applying the patch the fatigue life is almost twice as long. As the crack length increases, the stress concentration factor (SCF) increases further and tends to reach a limit value for the two-sided patch.…”
Section: The Patch Effectiveness and Comparing The One- And Two-sidedmentioning
confidence: 99%
“…Until now, many approaches have been proposed to analyze the behavior of steel components strengthened with CFRP patches [43][44][45][46][47], including nonlinear theory [48], digital image correlation (DIC) [49][50][51][52], extended nite element method (XFEM) [53,54] and cohesive zone model (CZM) [55][56][57][58].…”
Section: Introductionmentioning
confidence: 99%