The Effect of Chloride Content on Corrosion of Steel Fibers in Chloride-Contaminated Simulated Concrete Pore Solutions-Reference-Cited by-同舟云学术

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The Effect of Chloride Content on Corrosion of Steel Fibers in Chloride-Contaminated Simulated Concrete Pore Solutions

Published:2024-08 Issue:8 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yang Lin¹^ORCID,Tai Yangyang²,Gao Danying³,Zhang Zhenqing⁴,Fu Xiaoting⁵,Li Ying⁶,Sun Guowen⁷

Affiliation:

1. Professor, School of Water Conservancy and Transportation, Zhengzhou Univ., Zhengzhou 450001, China. ORCID: .

2. Ph.D. Student, School of Water Conservancy and Transportation, Zhengzhou Univ., Zhengzhou 450001, China.

3. Professor, School of Water Conservancy and Transportation, Zhengzhou Univ., Zhengzhou 450001, China (corresponding author).

4. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha 410075, Hunan, China.

5. School of Chemical Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

6. Lecturer, Henan Key Laboratory of Intelligent Manufacturing of Mechanical Equipment, Zhengzhou Univ. of Light Industry, Zhengzhou 450002, China.

7. Professor, School of Materials Science and Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17462

Reference56 articles.

1. Environmental factors affecting the corrosion behavior of reinforcing steel III. Measurement of pitting corrosion currents of steel in Ca(OH)2 solutions under natural corrosion conditions

2. Mechanical Behavior of RC and SFRC Precast Tunnel Lining Segments under Chloride Ions Exposure

3. Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages

4. Constitutive Compressive Stress–Strain Behavior of Hybrid Steel-PVA High-Performance Fiber-Reinforced Concrete

5. Experimental and numerical investigation of flexural behavior of hybrid fiber reinforced high strength incorporating binary and ternary blend of ultra fines

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