Related Experiment Video
Updated: Aug 12, 2025

10:00
Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures
Published on: August 31, 2017
15.5K
Inhibitory Capabilities of Sweet Yellow Capsicum Extract toward the Rusting of Steel Rebars in Cement Pore Solution
1Egyptian Petroleum Research Institute (EPRI), Nasr City, Cairo11727, Egypt.
ACS Omega
|January 30, 2023
Summary
Sweet yellow capsicum extract (SYCE) effectively inhibits steel rebar corrosion in cement pore solution. This natural extract acts as a mixed-type inhibitor, significantly improving steel durability in concrete applications.
Area of Science:
- Materials Science
- Electrochemistry
- Corrosion Engineering
Background:
- Steel reinforcement corrosion is a major cause of concrete degradation.
- Developing eco-friendly corrosion inhibitors is crucial for infrastructure longevity.
- Plant-based extracts offer a sustainable alternative to synthetic inhibitors.
Purpose of the Study:
- To evaluate the corrosion inhibition efficiency of sweet yellow capsicum extract (SYCE) on steel rebars.
- To understand the inhibition mechanism of SYCE in cement pore solution (CPS).
- To explore the potential of SYCE as a concrete additive for corrosion protection.
Main Methods:
- Electrochemical techniques (e.g., potentiodynamic polarization, EIS) were used.
- Mass loss measurements were conducted.
- Analysis of SYCE constituents and adsorption isotherms (Freundlich).
Main Results:
- SYCE demonstrated significant mixed-type corrosion inhibition for steel rebars in CPS.
- Optimal inhibition efficiency reached 97.5% at 300 ppm SYCE.
- SYCE increased activation energy and followed physical adsorption mechanisms.
Conclusions:
- SYCE is a highly effective, eco-friendly corrosion inhibitor for steel in concrete.
- The organic compounds in SYCE adsorb onto the steel surface, hindering corrosion reactions.
- SYCE shows promise as a novel concrete additive for enhancing durability.
Related Concept Videos
Corrosion of Reinforcement
229
The corrosion of steel reinforcement within concrete is a process influenced by the material's inherent properties and external factors. The high pH level of around 13, provided by calcium hydroxide present in concrete, initially protects the steel reinforcement by promoting the formation of a passive iron oxide layer on its surface.
However, over time and under certain conditions like carbonation, chloride ingress, and cracking this protective state can be compromised. Steel has areas with...
However, over time and under certain conditions like carbonation, chloride ingress, and cracking this protective state can be compromised. Steel has areas with...
229
Corrosion
25.4K
The degradation of metals due to natural electrochemical processes is known as corrosion. Rust formation on iron, tarnishing of silver, and the blue-green patina that develops on copper are examples of corrosion. Corrosion involves the oxidation of metals. Sometimes it is protective, such as the oxidation of copper or aluminum, wherein a protective layer of metal oxide or its derivatives forms on the surface, protecting the underlying metal from further oxidation. In other cases, corrosion is...
25.4K
Acid Attack on Concrete
297
When acids come into contact with concrete, they initiate a chemical reaction that dissolves the hydrated cement paste. This process leads to softening and structural weakening of the concrete. This issue is commonly observed in environments such as chimneys, sewers, and industrial settings. The severity of the damage increases as the pH of the water interacting with the concrete drops below 6.5. In particular, a pH under 4.5 can cause significant concrete damage.
The rate at which hydrogen...
The rate at which hydrogen...
297
Sulfate Attack on Concrete
232
Sulfate attack on concrete is a deterioration process characterized by a whitish discoloration beginning at the edges and corners, accompanied by cracking and spalling. This phenomenon occurs when sulfates react with the components of hardened concrete, forming compounds like calcium sulfate and calcium sulfoaluminate which occupy more space than the substances they replace, causing the concrete to expand and disrupt.
Sulfates from sources like soil, groundwater, or industrial effluents...
Sulfates from sources like soil, groundwater, or industrial effluents...
232
Carbonation Shrinkage
182
Atmospheric CO2 penetrates the concrete's pores and, in the presence of moisture, forms carbonic acid, which then reacts with calcium hydroxide in the hydrated cement, forming calcium carbonate. This process reduces the concrete's volume and is termed carbonation shrinkage.
The concrete's permeability is slightly reduced as calcium carbonate produced during the reaction fills its pores. Furthermore, its strength is slightly enhanced as the water released during the reaction...
The concrete's permeability is slightly reduced as calcium carbonate produced during the reaction fills its pores. Furthermore, its strength is slightly enhanced as the water released during the reaction...
182
Curing of Concrete
138
The hydration of cement takes place within the water-filled capillary pores. However, environmental elements can disrupt this process by evaporating water from the concrete surfaces. Sealed concrete with a water-cement ratio below 0.5 experiences self-desiccation, leading to water loss. The water loss in concrete is mitigated by curing. This technique involves keeping the concrete saturated to maintain the necessary temperature and moisture conditions, to optimally fill the spaces in the cement...
138

