DOI: 10.31274/etd-180810-572
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A quantitatively accurate theory of stable crack growth in single phase ductile metal alloys under the influence of cyclic loading

Abstract: I would like to dedicate this dissertation to the people who encouraged me when I first made the decision to attend college, namely Bob Benda and family, and Jess Lorentzen and family. I would also like to dedicate this to Dan Palan, who first introduced me to materials engineering as a discipline, and without whom, I may never have started down this path.

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Cited by 2 publications
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“…Huffman identified Δ K tot expressed by means of Equation as a Δ K eff in Equation . Then, the closure correction is introduced into the KE law by means of Equations and .…”
Section: Non‐linear Modified Ke Law For Fatigue Crack Propagationmentioning
confidence: 99%
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“…Huffman identified Δ K tot expressed by means of Equation as a Δ K eff in Equation . Then, the closure correction is introduced into the KE law by means of Equations and .…”
Section: Non‐linear Modified Ke Law For Fatigue Crack Propagationmentioning
confidence: 99%
“…Then, the closure correction is introduced into the KE law by means of Equations and . Ktot=Kapll{}1[]σ0.05σ0σ0.05()1R, Keff=Ktot, where σ 0.05 is the stress value corresponding to ε = 0.05, on the true stress–strain curve shown in Figure , and σ 0 is the material yield strength while Δ K appl is the current Δ K obtained from the J ‐integral conversion by using of Equation . Based on these equations, the closure term, U cl , can be expressed as follows: Ucl=KitaliceffK. In the previous literature, it has been experimentally shown the effect of the R ‐ratio in the near‐threshold regime and that Δ K th must be corrected to have an effective stress intensity range Δ K th,eff , able to fully consider the crack closure effect.…”
Section: Non‐linear Modified Ke Law For Fatigue Crack Propagationmentioning
confidence: 99%
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