Influence of Transverse Crack Opening Size on Chloride-Induced Corrosion of Steel Bars in Concrete-Reference-Cited by-同舟云学术

Influence of Transverse Crack Opening Size on Chloride-Induced Corrosion of Steel Bars in Concrete

Published:2020-06 Issue:6 Volume:25 Page:04020027
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Alarab L. Abo¹,Ross B. E.²,Poursaee A.³

Affiliation:

1. Ph.D. Candidate, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

2. Cottingham Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC.

3. Associate Professor, Glenn Dept. of Civil Engineering, Dept. of Materials Science and Engineering, Clemson Univ., Clemson, SC (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001555

Reference43 articles.

1. Effect of Cracking on Water and Chloride Permeability of Concrete

2. Chloride induced reinforcement corrosion: Rate limiting step of early pitting corrosion

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