| 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 |
|
Khorami, Morteza
Coventry University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (29/29 displayed)
- 2024Properties of Self-Compacting Concrete (SCC) Prepared with Binary and Ternary Blended Calcined Clay and Steel Slagcitations
- 2024Influence of Calcining Temperature on the Mineralogical and Mechanical Performance of Calcined Impure Kaolinitic Clays in Portland Cement Mortarscitations
- 2024Assessment of the Mechanical and Microstructural Performance of Waste Kraft Fibre Reinforced Cement Composite Incorporating Sustainable Eco-Friendly Additives
- 2023Influence of Calcined Clay Pozzolan and Aggregate Size on the Mechanical and Durability Properties of Pervious Concretecitations
- 2023Mechanical and durability performance of ternary blended calcined clay and pulverized granite mortar compositescitations
- 2023Effect of calcined clay on fresh and hardened properties of self-compacting concrete (SCC)citations
- 2023Hydration, Reactivity and Durability Performance of Low-Grade Calcined Clay-Silica Fume Hybrid Mortarcitations
- 2023Expanded polystyrene (EPS) in concrete
- 2022Potential of low-grade kaolinitic clay as a cement substitution in concrete
- 2022Potential of calcined brick clay as a partial substitution in blended cement mortarscitations
- 2022Characteristics of a novel lightweight concretecitations
- 2022Mechanochemical Characterisation of Calcined Impure Kaolinitic Clay as a Composite Binder in Cementitious Mortarscitations
- 2022Performance of low-grade kaolinitic clay as a cement substitute in mortar: A comparative study with fly ash
- 2022Use of low grade kaolinitic clays in development of a pozzolan-cement binder system
- 2021Use of Waste Gypsum, Reclaimed Asphalt Filler, and GGBS as a Full Replacement of Cement in Road Basecitations
- 2019Predicting the Corrosion Rate of Steel in Cathodically Protected Concrete Using Potential Shiftcitations
- 2019Effects of Sodium Silicate Proportion on Strength Development of Calcined Clay Geopolymer Mortar
- 2018Investigation of intrinsic de-bonding in bonded concrete overlays: Material characterisation and numerical Studycitations
- 2017Utilisation of waste cardboard and Nano silica fume in the production of fibre cement board reinforced by glass fibrescitations
- 2016Improvement of Flexural Performance of Fibre Cements Composite Board through Fibre Impregnation
- 2014FLEXURAL STRENGTH BEHAVIOUR OF FIBRE CEMENT BOARD REINFORCED BY BLAST FURNACE SLAG FIBRES
- 2013An experimental study on the flexural performance of agro-waste cement composite boards
- 2013The effect of limestone powder, silica fume and fibre content on flexural behaviour of cement composite reinforced by waste Kraft pulpcitations
- 2011Determination of Damage Index of Corroded Reinforced Concrete Columns with Electrochemical Corrosion in Chloride Contaminated Environment
- 2011بررسی امکانسنجی تسلیح کامپوزیتهای سیمانی با برخی از الیاف طبیعی حاصل از ضایعات
- 2011Comparing flexural behaviour of fibre-cement composites reinforced bagassecitations
- 2010Production of Cement Composite Board Using Cellulose Fibre
- 2009Scrap-tyre-rubber replacement for aggregate and filler in concretecitations
- 2005مشخصات نویسندگان مقاله اثر خوردگی میلگرد بر مقاومت خمشی تیرهای بتن مسلح تحت اثر نیروهای قائم تناوبی
Places of action
| Organizations | Location | People |
|---|
article
Predicting the Corrosion Rate of Steel in Cathodically Protected Concrete Using Potential Shift
Abstract
The commonly accepted Cathodic Protection (CP) criterion i.e. 100mV decay evolves from experimental investigations and may not always be accurate. Alternatively, corrosion rate monitoring can assess the adequacy of CP. This work examines the possibility of predicting the corrosion rate of steel in concrete using polarization data induced by known applied current density using Butler Volmer equation. For this, the value of cathodic Tafel slope (βc) plays an important role; decreasing βc from 210 to 60mV, decreases the corrosion rate by 92% at 20mA/m2 current density.<br/>The adequacy of the proposed method is evaluated by applying Impressed Current Cathodic Protection (ICCP) to concrete specimens which have a zinc rich paint (ZRP) as an external anode for a short duration of time. Results showed that to achieve at least 100mV of depolarization, the applied current density should be at least 7 times the corrosion rate for the ZRP anode. However, this holds true, considering the short duration of the tests. Prediction of the corrosion rate of steel from potential shift forms the basis for the improved CP performance criterion for reinforced concrete structures. <br/>