IMPROVING FATIGUE STRENGTH OF WELDED JOINTS BY HAMMER PEENING AND TIG-DRESSING
Author:
Affiliation:
1. Tokyo Inst. of Tech., Dept. of Civil Engineering
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2000/647/2000_647_67/_pdf
Reference30 articles.
1. 1) Chitoshi MIKI: Maintaining and Extending the Lifespan of Steel Bridges in Japan, Proc. of IABSE SYMPOSIUM, pp. 53-68, 1995.
2. 2) Subcommittee for Investigation of Fatigue Damage of Steel Structures, Committee for Steel Structures: Survey of Fatigue Damages in Steel Bridges, Proc. of JSCE, No. 386, pp. 1-12, 1986.
3. 3) Akihoko Ohta, Yoshio Maeda, Michio Kosuge, Susumu Machida and Hitoshi Yoshinari: Design Curve for Fatigue Crack Propagation in Weldments Containing Tensile Residual Stresses, Quarterly Journal of JWS, Vol. 7, pp. 391-396, 1989.
4. 4) Tajima, J., Takena, K., MIKI, C., and Ito, F.: Fatigue Strength of Truss made of High Strength Steels, Proc. of JSCE, No. 341, 1984.
5. 5) Chitoshi MIKI and Koji HOMMA: Application of High Strength Steel in Bridge Structures, Proc. of 5th EASEC, pp. 2389-2394, 1995.
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