Experimental Study on Deterioration Characteristics of Prestressed Concrete under the Coupling of Freeze–Thaw and Corrosion-Reference-Cited by-同舟云学术

Experimental Study on Deterioration Characteristics of Prestressed Concrete under the Coupling of Freeze–Thaw and Corrosion

Published:2022-02 Issue:2 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Cui Wei¹^ORCID,Liu Manman²,Wang Lixin²,Guan Wei³,Song Huifang⁴,Li Feng²

Affiliation:

1. Associate Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300350, PR China (corresponding author). ORCID: .

2. Graduate Student, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300350, PR China.

3. Deputy Director, Bureau of South to North Water Transfer of Planning, Designing, and Management, Ministry of Water Resources, No. 10, West Third Ring Middle Rd., Beijing 100038, PR China.

4. Lecturer, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300350, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004084

Reference28 articles.

1. ACI (American Concrete Institute). 2014. Building code requirements for structural concrete. Farmington Hills, MI: ACI.

2. Effects of prestressing and saw-cutting on the freeze-thaw durability

3. Chloride ion diffusivity of fly ash and silica fume concretes exposed to freeze–thaw cycles

4. Aggregate–cement paste transition zone properties affecting the salt–frost damage of high-performance concretes

5. Effects of Mixed Corrosion, Freeze-Thaw Cycles, and Persistent Loads on Behavior of Reinforced Concrete Beams

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