EFFECTS OF STRESS RATIOS ON THE FATIGUE STRENGTHS OF CRUCIFORM FILLET WELDED JOINTS

Author:

SHIMOKAWA Hirosuke12,TAKENA Koei13,ITO Fumio14,MIKI Chitoshi1

Affiliation:

1. JSCE

2. Honshu-Shikoku Bridge Authority

3. Japan Construction Method and Machinery Research Institute

4. Civil Eng., Tokyo Institute of Technology

Publisher

Japan Society of Civil Engineers

Reference13 articles.

1. 1) JSCE: The Specifications for Steel Railway Bridges. 1974 (in Japanese).

2. 2) JSCE: Fatigue Design for Honshu-Shikoku Bridges. 1974 (in Japanese).

3. 3) Hirt, M. A., Yen, B. T. and Fisher, J. W.: Fatigue Strength of Rolled and welded Steel Beams. Journal of the Structural Division. Proc. of ASCE, ST 7, pp. 1867-1911, 1971. 7.

4. 4) Olivier, R. and Ritter, W.: Catalogue of S-N Curves of Welded Joints in Structural Steels. Uniform Statistical Analysis of Fatigue Test Resuls, DVS Report, No. 56, 1979.

5. 5) AASHTO: Standard Speecifications for Highway Bridges, 1977.

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