FATIGUE CRACK PROPAGATION RATE OF AUSTENITIC HIGH MANGANESE STEEL

Author:

Mori Takeshi12,Ichikawa Atsushi13

Affiliation:

1. JSCE

2. Dept. of Civil Eng., Hosei University

3. Bridge Laboratory, Railway Technical Research Institute

Publisher

Japan Society of Civil Engineers

Reference15 articles.

1. 1) Ichikawa, A., Murata, K., Anami, G. and Matsuura, A.: Study on Application of Austenitic High Manganese Steels to Maglev Guide way, Steel Construction Engineering, Vol. 1, No. 1, pp. 63-72, 1994 (in Japanese).

2. 2) Paris, P. and Erdogan, F.: A Critical Analysis of Crack Propagation Laws, Transactions of ASME, Journal of Basic Engineering, Vol. 85, pp. 528-534, 1963.

3. 3) Elber, W.: The Significance of Fatigue Crack Closure, ASTM STP486, pp. 209-220, 1971.

4. 4) Japanese Society of Steel Construction: Fatigue Design Recommendations for Steel Structures, Gihodo, 1993 (in Japanese).

5. 5) Japanese Institution of Welding: Method of Assessment for Defects in Fusion Welded Joints in respect to Brittle Fracture, WES2805-1980, 1980 (in Japanese).

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