Study on fatigue strength in terms of stresses measured by strain gauges attached with its ends to be at weld toes

Author:

YOKOZEKI Koichi1,MAKINO Taizo1,TOMINAGA Tomonori1,KATO Takanori1,KIKKO Satoshi2,SHIMOKAWA Yoshiyuki2

Affiliation:

1. Research & Development, Nippon Steel Corporation.

2. Kansai Works (Osaka area), Nippon Steel Corporation.

Publisher

Japan Society of Mechanical Engineers

Subject

General Medicine

Reference37 articles.

1. American Association of State Highway and Transportation Officials (AASHTO), “Standard specifications for highway bridges. Part6 Steel Structures”, AASHTO (2002).

2. American Bureau of Shipping (ABS), “Guide for fatigue strength assessment of tankers, Part 3 Steel Vessel Rules”, ABS (1992).

3. Anami, K., Miki, C., Yamamoto, H., Higuchi, Y., Fatigue Strength of Welded Joint Made of High Strength Steel and Fatigue Strength Improvement, Doboku Gakkai Ronbunshu, Vol. 2001, No. 675 (2001), pp. 251-260 (in Japanese).

4. Atzori, B., Blasi, G., Pappalettere, C., “Evaluation of fatigue strength of welded structures by local strain measurements”, Expesimental Mechanics, Vol. 25 (1985), pp. 129-139.

5. Det Norske Veritas (DNV), “Fatigue Design of Offshore Steel Structures. Recommended Practice DNV-RP-C203”, DNV (2008).

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