PSI - Issue 2_A

Toshiyuki Meshii et al. / Procedia Structural Integrity 2 (2016) 704–711 Toshiyuki Meshii and Kenichi Ishihara / Structural Integrity Procedia 00 (2016) 000–000

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respectively. Comparing with J s s with the master curve 2 % bound J c s, denoted as J c(0.02) , J s s were close to, but smaller than J c(0.02) s. From these results, though further studies are necessary, on the point that J s can reproduce the tendency of master curve 2 % bound J c and J s was close to these 2 % bound values, it was concluded that proposed framework in this paper can predict the minimum J c in an engineering sense. The framework has an advantage that J s can be predicted from only tensile test results. 7. Conclusion In this study, engineering framework to predict the minimum J c for a specimen type and thickness from only tensile test results was proposed and validated for 0.5T SE(B) and 1T CT specimen. Petti, J. P., Dodds, R. H., 2004, Coupling of the Weibull Stress Model and Macroscale Models to Predict Cleavage Fracture, Engineering Fracture Mechanics, 71, 2079-2103. 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