An experimental study on bond behaviors of reinforced concrete under fatigue loading and corrosion-Reference-Cited by-同舟云学术

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An experimental study on bond behaviors of reinforced concrete under fatigue loading and corrosion

Published:2022-12-10 Issue:1 Volume:24 Page:504-520
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Zhou Haijun¹²³,Qi Xuan²,Lin Zhiyao²,De Filippo Michele²³,Liu Jian⁴,Ma Cong³,Xing Feng²

Affiliation:

1. Key Laboratory for Resilient Infrastructures of Coastal Cities (Shenzhen University), Ministry of Education Shenzhen University Shenzhen China

2. Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering Shenzhen University Shenzhen China

3. Institute of Urban Smart Transportation and Safety Maintenance Shenzhen University Shenzhen China

4. Shenzhong Link Management Center Zhongshan China

Funder

MOST

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202200684

Reference42 articles.

1. ACI Committee 408.Bond and Development of Straight Reinforcing Bars Intension (ACI 408‐03). Farmington Hills: American Concrete Institute;2003 49.

2. Effects of the bond properties of ETS‐GFRP bar to concrete on the shear behavior of ETS‐GFRP ‐strengthened RC beams

3. Unified Bond Stress–Slip Model for Reinforced Concrete

4. Overview of the cyclic response of reinforced concrete members subjected to artificial chloride‐induced corrosion

5. Corrosion‐induced damages and failures of posttensioned bridges: A literature review

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1. Prediction model for the bond behaviour of low-corrosion reinforced concrete considering corrosion time variability;Construction and Building Materials;2024-09

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