Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects-Reference-Cited by-同舟云学术

Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects

Published:2023-03 Issue:3 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jiang Songbai¹,Wang Ying²

Affiliation:

1. Ph.D. Candidate, Southeast Univ., Nanjing 211189, China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5963

Reference33 articles.

1. Vertical impedance measurements on concrete bridge decks for assessing susceptibility of reinforcing steel to corrosion

2. Elastic crack growth in finite elements with minimal remeshing

3. BSI (British Standards Institution). 2015. Guide on methods for assessing the acceptability of flaws in metallic structures. BS 7910. London: BSI.

4. Chang, X. G. 2020. Study on carrying capacity and fatigue of rib-to-deck structure of locally corroded in orthotropic steel bridge deck. [In Chinese.] Changsha, China: Changsha Univ. of Science & Technology.

5. Chen, R. N. 2017. Deterioration analysis on long spanned suspension bridge with steel box girder and fatigue research for orthotropic steel bridge decks. [In Chinese.] Nanjing, China: Southeast Univ.

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