Fatigue Strength Upgrading of Cover Plate Ends by Welded Extensions in Existing Steel Bridge Girders

Author:

Grigoriou Vasileios1ORCID,Nussbaumer Alain2,Lignos Dimitrios G.3

Affiliation:

1. Scientist, School of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology in Lausanne, EPFL ENAC IIC RESSLAB, Station 18, CH-1015 Lausanne, Switzerland. ORCID: .

2. Adjunct Professor, School of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology in Lausanne, EPFL ENAC IIC RESSLAB, Station 18, CH-1015 Lausanne, Switzerland (corresponding author).

3. Associate Professor, School of Architecture Civil and Environmental Engineering, Swiss Federal Institute of Technology in Lausanne, EPFL ENAC IIC RESSLAB, Station 18, CH-1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference11 articles.

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Proactive strengthening of U-rib butt-welded joints in steel bridge decks using adhesively bonded Fe-SMA strips;Engineering Structures;2024-02

2. Fatigue strength assessment of cover plate joints subjected to axial and bending loading;Fatigue & Fracture of Engineering Materials & Structures;2023-02-24

3. Fatigue cracking of welded railway bridges: A review;Engineering Failure Analysis;2019-10

4. Fatigue Design, Assessment, and Retrofit of Bridges;Journal of Bridge Engineering;2018-12

5. DYNAMIC STRESS IN AUTOMOBILE BRIDGEWORKS;Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture;2018-08-29

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