FATIGUE PERFORMANCE OF REPAIRING WELDS AND RESIDUAL STRESS RELIEVING FOR CORNER WELD WITH WELD DEFECTS
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1989/404/1989_404_315/_pdf
Reference11 articles.
1. 1) Miki, C., Tajima, J., Asahi, K. and Takenouchi, H.: Fatigue Strength of Large-Sized Longitudinal Butt Welds with Partial Penetration, 土木学会論文集, No. 332, 1982. 6.
2. 2) Tajima, J., Takena, K., Miki, C. and Itoh, F.: Fatigue Strength of Truss Made of High Strength Steels, 土木学会論文集, No. 341, 1981. 1.
3. 3) Takena, K., Hirano, S., Itoh, F. and Miki, C.: Fatigue Strengths of Box-Section Truss with Corner Joints, 土木学会論文集, No. 380/I-7, 1987. 4.
4. 4) 久保村・下川・竹名: 鉄道併用長大橋建設のための新技術の開発, 土木学会誌, 第38巻, 1983. 6.
5. 5) Fukazawa, M., Natori, T., Terada, H. and Akashi, S.: Effect of Stress Relief on Fatigue Strength of High Strength Steel Corner Joint with Blowhole, 土木学会論文集, No. 356/I-3, 1985. 4.
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