2014
DOI: 10.1016/j.tsf.2014.06.003
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Critical assessment of the determination of residual stress profiles in thin films by means of the ion beam layer removal method

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Cited by 51 publications
(28 citation statements)
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“…The curvature method can measure the in-plane average residual stress of the coating, but not the local residual stress. The cantilever method is also used to measure the average residual stress [17]. However, the destruction of a coating often begins with a region with a localized defect or special topography areas [18,19].…”
Section: Of 11mentioning
confidence: 99%
“…The curvature method can measure the in-plane average residual stress of the coating, but not the local residual stress. The cantilever method is also used to measure the average residual stress [17]. However, the destruction of a coating often begins with a region with a localized defect or special topography areas [18,19].…”
Section: Of 11mentioning
confidence: 99%
“…It was already demonstrated in Ref. 8 that the sample geometry influences the residual stress state and that the stresses relax for a decreased sample size. Therefore, the small samples investigated by shear testing facilitate stress relaxation and residual stresses can be neglected as the intrinsic interface toughness is examined.…”
mentioning
confidence: 87%
“…Therefore, these stresses were assessed first by means of the ion beam layer removal (ILR) method. [6][7][8] The locally resolved residual stress profiles for each of the investigated stacks can be found in Ref. 6.…”
mentioning
confidence: 99%
“…The deformation of a well-defined structure milled into a microscale feature of interest, allows the feature to be studied under a simple, quantifiable stress-state. For example, microcantilever (MC) bending has been used to investigate the elastic modulus [17], yield strength [18], fracture toughness [19,20], fatigue properties [21], and residual stress [22,23] of thin films. More recently, the fracture toughness of thin films and coatings have been assessed by means of micropillar splitting [24], double-cantilever compression [25], as well as three point bending of clamped bridges [26,27].…”
Section: Introductionmentioning
confidence: 99%