Chloride threshold dependence of pitting potential of reinforcements

By C. Alonso, M. Castellote, C. Andrade. 2002

274 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Pollution

View Paper: https://www.semanticscholar.org/paper/d0de5b4032ae6e564689f828359eb1ee4068dd23

How researchers see this paper

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

In Civil and Structural Engineering

1. Ueli Angst
2. R. François
3. C. Hansson
4. M. Criado
5. S. Mundra
6. Mette Rica Geiker
7. Bernhard Elsener
8. Rishi Gupta

In Pollution

1. Ueli Angst
2. C. Hansson
3. Bernhard Elsener
4. Rishi Gupta
5. P. Azarsa

Citations in the corpus

• The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI (2019, background): “The association of Epit with Ccrit is also reflected in the observation that, all other conditions staying the same, Ccrit tends to increase when the steel potential prior to corrosion initiation is made more negative, either by macrocell coupling with other parts of the system or by applied polariz”
• Lifetime seismic performance of concrete bridges exposed to corrosion (2014, unknown): “When the threshold level of concentration C crit is reached at the steel bar surface, the corrosion propagation starts (Alonso, Andrade, Castellote, & Castro, 2000; Alonso, Castellote, & Andrade, 2002; Glass & Buenfeld, 1997; Hope & Alan, 1987).”