Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface-Reference-Cited by-同舟云学术

Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface

Published:2023-07 Issue:7 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Deng Yang¹^ORCID,Liu Taolei²,Cao Baoya³,Li Aiqun⁴

Affiliation:

1. Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, No.1, Zhanlanguan Rd., Beijing 100044, China (corresponding author). ORCID: .

2. Postgraduate Student, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, No.1, Zhanlanguan Rd., Beijing 100044, China.

3. Postdoctoral Researcher, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, No.1, Zhanlanguan Rd., Beijing 100044, China.

4. Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, No.1, Zhanlanguan Rd., Beijing 100044, China.

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-5617

Reference34 articles.

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

2. Fatigue strengthening of steel bridges with adhesively bonded CFRP laminates: Case study;Chataigner S.;J. Compos. Constr.,2020

3. Experimental study on fatigue failure of rib-to-deck welded connections in orthotropic steel bridge decks

4. Stress Characteristics and Fatigue Crack Behaviour of the Longitudinal Rib-To-Cross Beam Joints in an Orthotropic Steel Deck

5. Identifying Effective and Ineffective Retrofits for Distortion Fatigue Cracking in Steel Bridges Using Field Instrumentation

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