Residual Capacity of Corroded Reinforced Concrete Bridge Components: State-of-the-Art Review-Reference-Cited by-同舟云学术

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Residual Capacity of Corroded Reinforced Concrete Bridge Components: State-of-the-Art Review

Published:2019-07 Issue:7 Volume:24 Page:03119001
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kashani Mohammad M.¹^ORCID,Maddocks Jake²,Dizaj Ebrahim Afsar³

Affiliation:

1. Associate Professor, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK (corresponding author). ORCID: .

2. M.Eng. Student, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK.

3. Postdoctoral Researcher, Faculty of Engineering, Univ. of Guilan, Rasht, Guilan 43514, Iran.

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.1943-5592.0001429

Reference121 articles.

1. Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures

2. Probabilistic seismic vulnerability analysis of corroded reinforced concrete frames including spatial variability of pitting corrosion

3. Long-term seismic performance of RC structures in an aggressive environment: emphasis on bridge piers

4. Life-cycle reliability of RC bridge piers under seismic and airborne chloride hazards

5. Alaskar A. 2013. “Shear behaviour of slender RC beams with corroded web reinforcement.” Master thesis Univ. of Waterloo.

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