Mechanical Properties of Corrosion-Damaged Reinforcement

By J. Cairns, G. Plizzari, Yingang Du, D. Law, Chiara Franzoni. 2005

478 citations recorded by the source corpus.

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

View Paper: https://www.semanticscholar.org/paper/882c6eab6bb5adbd2bfe0b05eda86ff2ccc4ab81

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. M. Kashani
2. Mark G. Stewart
3. N. Alexander
4. V. Papadakis
5. C. Apostolopoulos
6. Adam J. Crewe
7. L. Lowes
8. S. Imperatore

In Civil and Structural Engineering

1. M. Kashani
2. N. Alexander
3. Adam J. Crewe
4. L. Lowes
5. S. Demis
6. C. Apostolopoulos
7. V. Papadakis
8. Z. Rinaldi

In Materials Chemistry

1. Adam J. Crewe
2. M. Kashani
3. N. Alexander
4. L. Lowes
5. S. Demis
6. V. Papadakis
7. Z. Rinaldi
8. Mark G. Stewart

Citations in the corpus

• Chloride-induced corrosion of steel reinforcement – Mechanical performance and pit depth analysis (2013, background): “Such a trend has been attributed to the pitting result of the chloride-induced corrosion and the corresponding local section loss [14,24] on the bar.”
• Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams (2009, methodology): “A review of 10 experimental studies [16] report average values of ay of up to 0.”
• Impact of corrosion on mechanical properties of steel embedded in 27-year-old corroded reinforced concrete beams (2012, unknown): “[8] investigated the effect of local pitting due to corrosion on steel bars.”
• Consequences of steel corrosion on the ductility properties of reinforcement bar (2008, background): “It is also observed elsewhere [25] that bars subjected to local or pitting corrosion may suffer a relatively modest loss of strength but a significant loss of ductility, and this is related principally to the variability of attack along the length of the bar [26].”
• Influence of corrosion on the bond strength of steel rebars in concrete (2016, background): “The corrosion phenomenon affects not only the geometrical and mechanical properties of the steel rebars [8–11], but also the bond characteristics at the steel—concrete interface and a correct evaluation of the behaviour of reinforced concrete structures cannot neglect this aspect, necessary to ensur”
• Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation (2015, background): “The effect of corrosion damage on the mechanical properties of reinforcing bars has been investigated by several researchers [40-44].”
• Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis (2008, unknown): “While many studies report some reduction of ductility of steel reinforcement due to pitting corrosion [16,20,28], other researchers [4,27] found complete loss of ductility and brittle fracture in corroded reinforcing bars after only a 20% section loss.”