Analytical Investigation of Fatigue Behavior in a Modified Composite Steel Box Concrete Girder Bridge with Corrugated Steel Webs under Pavement and Expansion Joint Deterioration-Reference-Cited by-同舟云学术

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Analytical Investigation of Fatigue Behavior in a Modified Composite Steel Box Concrete Girder Bridge with Corrugated Steel Webs under Pavement and Expansion Joint Deterioration

Published:2024-10 Issue:10 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ji Wei¹^ORCID,Shao Tianyan²,Li Jieqi³

Affiliation:

1. Professor, Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, Hunan Univ., Changsha 410082, China; College of Civil Engineering, Hunan Univ., Changsha 410082, China. ORCID: .

2. Research Assistant, College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China.

3. Research Assistant, College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6886

Reference48 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. International Roughness Index prediction model for flexible pavements

3. State-of-the-art of research and engineering application of steel–concrete composite bridges in China;Chen B. C.;J. Build. Struct.,2013

4. Flexural behavior of composite box girders with corrugated steel webs and trusses

5. Fatigue performance assessment of double-deck six-line railway bridge based on vehicle–bridge coupling vibration;Cui S. A.;J. Southeast Univ. (Sci. Technol.),2023

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