Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review-Reference-Cited by-同舟云学术

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Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review

Published:2024-11 Issue:11 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Gao Chongxi¹^ORCID,Fam Amir²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6. ORCID: .

2. Vice-Dean of Stephen J.R. Smith Faculty of Engineering and Applied Science; Professor, Dept. of Civil Engineering, Queens Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6870

Reference75 articles.

1. Aas-Jakobsen, K. 1970. Fatigue of concrete beams and columns, bulletin. Trondheim, Norway: NTH Institutt for Betongkonstruksjoner.

2. Evaluation of Consistency with Punching Shear Load-Carrying Capacity and S-N Curve of Running Wheel Fatigue Test Results on Highway Bridge RC-Deck Slabs

3. A study on applicability of Miner’s rule to wheel running fatigue test results of highway bridge RC deck slabs;Abe T.;J. Struct. Eng., A,2019

4. Evaluation method of the fatigue resistance of RC slabs from the wheel size and influence determined by fatigue test under running wheel loads;Abe T.;J. Struct. Eng., A,2011

5. Evaluation of the punching shear strength and fatigue resistance of road bridge RC slabs;Abe T.;J. Jpn. Soc. Civ. Eng., Ser. A1 (Struct. Eng. Earthquake Eng.),2011

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