EFFECT OF STRESS RELIEF ON FATIGUE STRENGTH OF HIGH STRENGTH STEEL CORNER JOINT WITH BLOWHOLE

Author:

FUKAZAWA Makoto12,NATORI Tohru12,TERADA Hiromasa12,AKASHI Shigeo12

Affiliation:

1. JSCE

2. Yokogawa Bridge Works

Publisher

Japan Society of Civil Engineers

Reference14 articles.

1. 1) Japan Sociaty of Civil Engineers, Report on the Steel Superstructure of Honshu-Shikoku Bridges, 1980 (In Japanese).

2. 2) Japan Sociaty of Civil Engineers, Report on the Steel Superstructure of Honshu-Shikoku Brkdges, 1981 (In Japanese).

3. 3) Tajima, J., Takena, K., Miki, C. and Ito, F.: Fatigue Strength of Truss Made of High Strength Steel, Proc. of JSCE, No. 341, 1984.

4. 4) Tajima, J., Asama, T., Miki, C. and Takenouchi, H.: Fatigue of Nodal Joint Box-section Truss Chords and Large Welded Joints, Colloquim IABSE, March, 1982.

5. 5) Miki, C., Tajima, J., Asahi, K. and Takenouchi, H.: Fatigue of Large-sized Longitudinal Butt Welds with Partial Penetration, Proc. of JSCE, No. 322, 1982.

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