| People | Locations | Statistics |
|---|---|---|
| Naji, M. |
| |
| Motta, Antonella |
| |
| Aletan, Dirar |
| |
| Mohamed, Tarek |
| |
| Ertürk, Emre |
| |
| Taccardi, Nicola |
| |
| Kononenko, Denys |
| |
| Petrov, R. H. | Madrid |
|
| Alshaaer, Mazen | Brussels |
|
| Bih, L. |
| |
| Casati, R. |
| |
| Muller, Hermance |
| |
| Kočí, Jan | Prague |
|
| Šuljagić, Marija |
| |
| Kalteremidou, Kalliopi-Artemi | Brussels |
|
| Azam, Siraj |
| |
| Ospanova, Alyiya |
| |
| Blanpain, Bart |
| |
| Ali, M. A. |
| |
| Popa, V. |
| |
| Rančić, M. |
| |
| Ollier, Nadège |
| |
| Azevedo, Nuno Monteiro |
| |
| Landes, Michael |
| |
| Rignanese, Gian-Marco |
|
Sadeghi Pouya, Homayoon
Coventry University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (15/15 displayed)
- 2021Performance assessment of cathodically protected reinforced concrete structure based on alternative performance criterion: a case studycitations
- 2020Potential and current distribution across different layers of reinforcement in reinforced concrete cathodic protection system- A numerical studycitations
- 2019Predicting the Corrosion Rate of Steel in Cathodically Protected Concrete Using Potential Shiftcitations
- 2019Performance assessment of specialist conductive paint for cathodic protection of steel in reinforced concrete structurescitations
- 2018A Review of Corrosion and Protection of Steel in Concretecitations
- 2015Using waste materials and by-products to produce concrete paving blockscitations
- 2015Zinc-Rich Paint As Anode for Cathodic Protection of Steel in Concretecitations
- 2014Reducing Cement Contents of Paving Blocks by Using Mineral Waste and by-Product Materialscitations
- 2014Using ground granulated blast-furnace slag and mineral wastes to reduce cement in paving blockcitations
- 2013Corrosion durability of high performance steel fibre reinforced concrete
- 2012Strength performance of fly ash and slag mixtures using gypsumcitations
- 2009Strength optimization of novel binder containing plasterboard gypsum waste
- 2009The effect of Persian Gulf tidal zone exposure on durability of mixes containing silica fume and blast furnace slagcitations
- 2007Use of recycled gypsum in road foundation construction
- 2007Development of novel cementitious binders using plasterboard waste and pozzolanic materials for road bases
Places of action
| Organizations | Location | People |
|---|
article
Potential and current distribution across different layers of reinforcement in reinforced concrete cathodic protection system- A numerical study
Abstract
Cathodic Protection (CP) is being applied extensively to protect reinforced concrete structures exposed to aggressive environment from corrosion. However, protection provided by cathodic protection is dependent on several parameters such as concrete resistivity, applied current density and the geometrical arrangement of anode and cathode. For the first time, the distribution of potential and protection current along different layers of reinforcement in concrete is numerically investigated. A parametric study was done to analyse the effect of applied current density and concrete resistivity on protection achieved by different layers of reinforcement. The results show, concrete with anode applied at one surface is only able to protect top two reinforcement layers with current density of 40 mA/m2, compared to anode at two adjacent concrete surfaces which protect all four layers of reinforcement with minimum 10 mA/m2 of current density. 80–90% of protection current reached the top layer of steel near the anode. Bottom layers of reinforcement received very minimal current and thus shows negligible protection. A drastic drop in protection was observed on moving down the reinforcement layers. Moreover, protection provided is highly depended on concrete resistivity.