Assistive Bonding Assisted Prevention of Weld Root Fatigue Cracks
Author:
Affiliation:
1. Division of Global Architecture, Graduate School of Engineering, Osaka University, Osaka, Japan
2. MM Bridge Co., Ltd., Hiroshima, Japan
Publisher
Japan Welding Society
Subject
Metals and Alloys,Surfaces, Coatings and Films,Mechanical Engineering,Mechanics of Materials
Link
https://www.jstage.jst.go.jp/article/qjjws/40/4/40_5WL/_pdf
Reference8 articles.
1. 1) J. W. Fisher, S. Roy: Fatigue damage in steel bridges and extending their life, Advanced Steel Construction, 11-3 (2015), 250-268.
2. 2) P. J. Haagensen, S. J. Madox: IIW recommendations on post weld improvement of steel and aluminium structures, IIW Commission XIII (2001), XIII-1815-00.
3. 3) C. Miki, M. Fukazawa, M. Katoh, H. Ohune: Feasibility study on detection of fatigue crack in fillet welded joint, Doboku Gakkai Ronbunshu, 386 (1987), 329-337 (in Japanese).
4. 4) T. Marazani, D. M. Madyira, E. T. Akinlabi: Repair of cracks in metals, Procedia Manufacturing, 8 (2017), 673-679.
5. 5) M. Hirohata: Elastic mechanical behavior of spliced joints assembled by fillet welding and bonding, Welding in the World, 60 (2016), 327-335.
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1. Fatigue performance of bonding‐assisted fillet weld roots by inserting adhesive material;Fatigue & Fracture of Engineering Materials & Structures;2024-07-25
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