Fatigue strength of transverse attachment steel joints with single-sided arc weld using low transformation temperature welding consumable

Author:

Hanji TakeshiORCID,Tateishi Kazuo,Kano Suguru,Shimizu Masaru,Tsuyama Tadahisa,Takebuchi Toshio

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,Mechanical Engineering,Mechanics of Materials

Reference20 articles.

1. Maddox SJ (1974) Fatigue of welded joints loaded in bending, Supplementary Report 84UC. Transport and Road Research Laboratory, Structures Department, Bridges Design Division, Crowthorne, Berkshire

2. Federal Highway Administration (2012) Manual for design, construction, and maintenance of orthotropic steel deck bridges, FHWA-IF-12-027

3. Hirohata M (2017) Effect of post weld heat treatment on steel plate deck with trough rib by portable heat source. Weld World 61(6):1225–1235

4. Ohta A, Watanabe O, Matsuoka K, Siga C, Nishijima S, Maeda Y, Suzuki N, Kubo T (1999) Fatigue strength improvement by using newly developed low transformation temperature welding material. Weld World 43:38–42

5. Ohta A, Maeda Y, Nguyen NT, Suzuki N (2000) Fatigue strength improvement of box section beam by low transformation temperature welding wire. Weld World 44:26–30

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