Residual shear strength of steel plate girder due to web local corrosion

Author:

Ahn Jin-Hee,Kim In-Tae,Kainuma Shigenobu,Lee Myoung-Jin

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Recent topics on steel bridge engineering in Japan — design and maintenance. Proceeding of the 10th Korea–China–Japan symposium on steel structures;Nagai;Korean Society of Steel Construction,2009

2. Analytical study on shear capacity of steel I-girders with local corrosion nearby girder ends;Liu;J Struct Eng, JSCE,2011

3. Durability evaluation based on buckling characteristics of corroded steel deck girders;Sugimoto;Quarterly report of Railway Technical Research Institute,2006

4. Reliability of corroded steel girder bridges;Kayser;Struct Saf,1989

5. Research on retrofitting method for girder end with corrosion of the steel bridge;Murakoshi,2008

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