Structural response of orthotropic bridge deck depending on the corroded deck surface-Reference-Cited by-同舟云学术

Structural response of orthotropic bridge deck depending on the corroded deck surface

Published:2013-06 Issue: Volume:43 Page:87-97
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Jeong Young-Soo,Kainuma Shigenobu,Ahn Jin-Hee

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Stress concentration in steel bridge orthotropic decks;Pfeil;J Constr Steel Res,2005

2. Fatigue life estimates for a slender orthotropic steel deck;Battista;J Constr Steel Res,2008

3. Fatigue analysis of a pre-fabricated orthotropic steel deck for light-weight vehicles;Huu-Thanh;J Constr Steel Res,2011

4. Improvement of fatigue properties of orthotropic decks;Frýba;Eng Struct,2011

5. Sakiya K, Sugiyama Y, Yoshiyuki T. Crack penetration of orthotropic steel bridge deck by corrosion in Nishinomiya Osaka line. In: The 42nd Hanshin Expressway technical research conference; 2007. p. 233–40 [in Japanese].

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