Rolling Load versus Pulsating Load Fatigue Behavior of a Full-Scale Bridge Deck Reinforced with GFRP Bars-Reference-Cited by-同舟云学术

Rolling Load versus Pulsating Load Fatigue Behavior of a Full-Scale Bridge Deck Reinforced with GFRP Bars

Published:2024-08 Issue:4 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Gao Chongxi¹,Tauskela Laura²,Fam Amir³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Queens Univ., Kingston, ON, Canada K7L 3N6.

2. Master’s Student, Dept. of Civil Engineering, Queens Univ., Kingston, ON, Canada K7L 3N6.

3. President of the International Institute for FRP in Construction (IIFC) and Munro Chair Professor and Vice-Dean (Research), 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/JCCOF2.CCENG-4608

Reference34 articles.

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2. Punching shear load-carrying capacity of RC slabs under static and running loads;Abe T.;J. Jpn. Soc. Civ. Eng., Ser. A1 [Struct. Eng. & Earthquake Eng. (SE/EE)],2004

3. Study on the maximum load-carrying capacity and durability of RC slabs with UFC permanent forms under running loads;Abe T.;J. Soc. Mater. Sci., Jpn.,2009

4. Early damage detection of fatigue failure for RC deck slabs under wheel load moving test using image analysis with artificial intelligence

5. Flexural behaviour of concrete slabs reinforced with GFRP bars and hollow composite reinforcing systems

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