Influence of Thickness Reduction in Base Plate on Elastic Stress State of Patch Plate Joint by Combination of Welding and Bonding

Author:

HIROHATA Mikihito1,FUJIMURA Naoki2

Affiliation:

1. Graduate School of Engineering, Osaka University

2. School of Engineering, Osaka University

Publisher

Japan Welding Society

Subject

Metals and Alloys,Surfaces, Coatings and Films,Mechanical Engineering,Mechanics of Materials

Reference22 articles.

1. 1) T. NATORI, K. NISHIKAWA, J. MURAKOSHI and T. OHNO: Study on Characteristics of Corrosion Damages in Steel Bridge Members, Journal of Japan Society of Civil Engineers, No. 668, I-54 (2001), 299-311. (in Japanese)

2. 2) K. YOKOYAMA, T. KONISHI and C. MIKI: User Participation Type Database of Repair Cases on Fatigue Failures, Journal of Japan Society of Civil Engineers Ser. A1 (SE/EE), Vol. 73, No. 1 (2017), 126-145. (in Japanese)

3. 3) T. ISHIKAWA: The Current Situation and Issues of Repair and Strengthening of Steel Bridges by Bonding CFRP Strips, Journal of The Adhesion Society of Japan, Vol. 45, Issue 4 (2009), 139-144. (in Japanese)

4. 4) T. MORISHITA, K. FUJII, K. MORITA, H. HORII and H. NAKAMURA: On Rehabilitation of Corroded Steel Plates by Adhesive and Steel Cover Plates, Journal of Structural Engineering A, Vol. 57A (2011), 747-755. (in Japanese)

5. 5) M. HIROHATA: Effect of Joint Dimension and Restraint Conditions on Residual Stress Generated by Patch Welding, Journal of Japan Society of Civil Engineers Ser. A2 (AM), Vol. 72, No.2 (2016), I_613-I_621. (in Japanese)

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