2013
DOI: 10.1111/jace.12697
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Fatigue Threshold R‐curves Predict Fatigue Endurance Strength for Self‐Reinforced Silicon Nitride

Abstract: There is a need for methods that can help predict and avoid fatigue failures of silicon nitride ceramic components. The fatigue threshold R-curve has been proposed as potential solution to this problem. In this study, the fatigue threshold R-curve for small, semielliptical surface cracks was calculated for a silicon nitride ceramic using the published bridging stress distribution developed from fatigue threshold tests on macroscopic crack specimens. To test the accuracy of the endurance strengths predicted usi… Show more

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Cited by 4 publications
(3 citation statements)
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“…It uniquely incorporates and demonstrates the importance of R-curves in determining fatigue resistance. First elucidated by Kruzic et al [388] using Al 2 O 3 and Si 3 N 4 as model systems, and later expanded and verified by Gallops et al [389], Hartelt et al [390], and Greene et al [391,392], it deconvolutes K TH into two terms:…”
Section: Slow Crack Growth and Fatigue Resistancementioning
confidence: 97%
“…It uniquely incorporates and demonstrates the importance of R-curves in determining fatigue resistance. First elucidated by Kruzic et al [388] using Al 2 O 3 and Si 3 N 4 as model systems, and later expanded and verified by Gallops et al [389], Hartelt et al [390], and Greene et al [391,392], it deconvolutes K TH into two terms:…”
Section: Slow Crack Growth and Fatigue Resistancementioning
confidence: 97%
“…However apparent, based solely on the extent of R-curve degradation observed here, ceramics with larger crystal sizes are expected to present lower fracture rates at earlier lifetimes due to their higher strength and steeper R-curve ( Kruzic et al 2005 ; Greene et al 2013 , 2014 ), with fracture rates converging at later stages with those of nanostructured materials. This has been known for structural ceramics for some time now.…”
Section: Discussionmentioning
confidence: 83%
“…The reduction of tractions at bridging elements is therefore cycle dependent, and thus K I,sh (N) = K I,sh exp(−N/N 0 ), which also depends on K I,appl,max and the R-ratio. Yet, this process is still concomitant to new bridges being created at the crack front whenever the crack advances subcritically (Kruzic et al 2005;Fett 2012;Hartelt et al 2013;Greene et al 2014).…”
Section: Discussionmentioning
confidence: 99%