Corrosion influence on bond in reinforced concrete

By C. Fang, K. Lundgren, Liuguo Chen, Chao Zhu. 2004

555 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry

View Paper: https://www.semanticscholar.org/paper/16db5c96ce19726e5f3c2ed8b019241127f48e51

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. V. Papadakis
2. C. Apostolopoulos
3. S. Imperatore
4. Z. Rinaldi
5. S. Demis
6. S. Coccia

In Civil and Structural Engineering

1. S. Demis
2. C. Apostolopoulos
3. V. Papadakis
4. Z. Rinaldi
5. S. Imperatore
6. S. Coccia
7. Jorge de Brito
8. S. Tsimas

In Materials Chemistry

1. S. Demis
2. V. Papadakis
3. Z. Rinaldi
4. C. Apostolopoulos
5. S. Imperatore
6. S. Coccia

Citations in the corpus

• Probabilistic lifetime assessment of RC structures under coupled corrosion–fatigue deterioration processes (2009, unknown): “tion, loss of bond between concrete and steel, cracking, and spalling of concrete cover [4,5].”
• Chloride-induced corrosion of steel reinforcement – Mechanical performance and pit depth analysis (2013, background): “To this extend, the influence of accumulated corrosion damage of steel bars embedded in concrete on the reduction of bond strength between bar and concrete [3,4,19,21] has been investigated and assessed.”
• Consequences of steel corrosion on the ductility properties of reinforcement bar (2008, background): “[6–8].”
• Influence of corrosion on the bond strength of steel rebars in concrete (2016, methodology): “[20], with pull-out tests, on both smooth and deformed /20 bars, artificially corroded with a current variable between 0 and 2 A (i.”