scholarly journals STUDY ON SURFACE STATE MONITORING METHODS FOR WEATHERING STEEL BRIDGES WITH SUPPLEMENTAL RUST CONTROLLING SURFACE TREATMENT

Author(s):  
Atsumi IMAI ◽  
Makoto NAGASAWA ◽  
Kazuo ISHIDA ◽  
Masaki SANO ◽  
Hiroshi KIHIRA
2006 ◽  
Vol 62 (4) ◽  
pp. 581-591
Author(s):  
Yasuhiko MATSUZAKI ◽  
Makoto OHYA ◽  
Shota AJIKI ◽  
Masamichi TAKEBE ◽  
Toshihiko ASO

2007 ◽  
Vol 56 (11) ◽  
pp. 1035-1041 ◽  
Author(s):  
Takayuki KAMIMURA ◽  
Takashi DOI ◽  
Kazuyuki KASHIMA ◽  
Norio WAGURE ◽  
Shuichi HARA ◽  
...  

2016 ◽  
Vol 142 ◽  
pp. 56-62 ◽  
Author(s):  
Vít Křivý ◽  
Viktor Urban ◽  
Monika Kubzová

Author(s):  
Yuka Sugiyama ◽  
Toshihiko Aso ◽  
Atsumi Imai ◽  
Hiroaki Matsumoto

Weathering steel generates dense protective rust on the steel surface. Since this protective rust would reduce corrosion speed, weathering steel can be used without any painting. Furthermore, the Life Cycle Cost of unpainted steel bridges would be lower than ordinary painted steel bridges. Due to these advantages, many weathering steel bridges have been constructed in recent years. Unfortunately, the generation of anomalous rust has been reported in some bridges, cause of water leakage or deicer. It is necessary to repair these bridges, but the repair technique for corroded weathering steel has never been established yet. This study aims to clarify the effect of various repair painting for corroded weathering steel by performing an exposure test. The exposure test has been carried out from September 2015 to Okinawa and Yamaguchi. Test in Okinawa is supplied airborne salt, and the test in Yamaguchi is not supplied airborne salt. Specimens, which produced anomalous rust, were repaired by 19 methods and exposed. As a result, it is effective to repair by organic zinc-rich paint in the area with airborne salt. On the other hand, it is appropriate to remove rust and salt on the steel surface by blasting in the area which is not supplied airborne salt.


2015 ◽  
Vol 227 ◽  
pp. 537-540 ◽  
Author(s):  
Vit Krivy ◽  
Katerina Kreislova ◽  
Viktor Urban

The paper introduces the experimental corrosion tests that are carried out on the existing weathering steel bridges in the Czech Republic. The influence of the position and location of the surface in the structure on the resulting corrosion rates can be evaluated using this experimental testing. Typical surfaces of steel bridges are tested, e.g. webs of main girders, upper and lower surfaces of flanges, surfaces affected by leaking salt solutions. The corrosion tests to study the relation between steel grade (weathering steels S355J2WP and S355J2W) and corrosion rates are introduced in this paper as well.


2016 ◽  
Vol 69 ◽  
pp. 147-160 ◽  
Author(s):  
Vit Krivy ◽  
Viktor Urban ◽  
Katerina Kreislova

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