Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling-Reference-Cited by-同舟云学术

Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling

Published:2021-09-16 Issue: Volume: Page:
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Pelle Angelo¹^ORCID,Briseghella Bruno²^ORCID,Bergami Alessandro Vittorio¹^ORCID,Fiorentino Gabriele³^ORCID,Giaccu Gian Felice⁴,Lavorato Davide¹^ORCID,Quaranta Giuseppe⁵^ORCID,Rasulo Alessandro⁶^ORCID,Nuti Camillo¹^ORCID

Affiliation:

1. Department of Architecture Roma Tre University Rome Italy

2. College of Civil Engineering Fuzhou University Fuzhou China

3. Department of Civil Engineering University of Bristol Bristol UK

4. Department of Architecture, Design and Urban Planning University of Sassari Alghero Italy

5. Department of Structural and Geotechnical Engineering Sapienza University of Rome Rome Italy

6. Department of Civil and Mechanical Engineering University of Cassino and Southern Lazio Cassino Italy

Funder

National Natural Science Foundation of China

Sapienza Università di Roma

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.202100257

Reference67 articles.

1. Deterioration of Strength of RC Beams due to Corrosion and Its Influence on Beam Reliability

2. Fuzzy Time-Dependent Reliability Analysis of RC Beams Subject to Pitting Corrosion

3. Macroscopic effect of distance from seacoast on bridge deterioration – Statistical data assessment of structural condition recordings

4. Impact of climate change on corrosion and damage to concrete infrastructure in Australia

5. Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas

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