Evaluation of Fatigue Crack Propagation Behavior of Structural Steel with Different Thickness Using Digital Image Correlation Method
Author:
Affiliation:
1. Nippon Steel Corporation
2. Graduate School of Engineering, Osaka University
Publisher
Society of Materials Science, Japan
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science
Link
https://www.jstage.jst.go.jp/article/jsms/72/12/72_852/_pdf
Reference22 articles.
1. 1) P. C. Paris and F. Erdogan, “A critical analysis of crack propagation laws”, Journal of Basic Engineering, Vol.85, No.4, pp.528-533 (1963).
2. 2) W. Elber, “Fatigue crack closure under cyclic tension”, Engineering Fracture Mechanics, Vol.2, No.1, pp.37-45 (1970).
3. 3) Y. Mutoh, A. A. Korda, Y. Miyashita and T. Sadasue, “Stress shielding and fatigue crack growth resistance in ferritic–pearlitic steel”, Materials Science and Engineering: A, Vol.468-470, pp.114-119 (2007).
4. 4) N Konda, K Arimochi, K Fujiwara, K Onishi and M Yamashita, “Development of a new steel plate possessing self-suppression effect for fatigue-crack propagation and properties of welded joints”, Welding International, Vol.20, No.1, pp.22-26 (2010).
5. 5) N. Konda, M. Nishio, K. Onishi, K. Arimochi, O. Yasuda, H. Nagaki, T. Yamano, H. Morishita and S. Takaba, “Study on improvement of fatigue strength of welded structures by new functional structural steel plates”, Welding in the World, Vol.52, pp.95-109 (2008).
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