The Science Behind How Galvanized Rebar Reacts in Concrete
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Galvanized rebar is used in many DOT projects because of its robust corrosion protection in reinforced concrete; it is common in construction ventures across the country. To fully understand and appreciate the extent of this protection, you have to carefully examine the science behind how galvanized rebar reacts in concrete.
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In this article, we’ll go further in depth to explore the principles behind how galvanized rebar reacts in concrete, examining the benefits it can bring to your project.
How Does Galvanized Rebar React in Concrete?
Galvanized rebar is steel rebar that is coated with a protective layer of zinc through the process of hot-dip galvanizing. This zinc forms a protective coating, and the zinc “sacrifices” itself in order to protect the material underneath. The result is corrosion resistance that can last well over 100 years.
Galvanized Rebar in Concrete: Breaking the Myths
There are a lot of common misconceptions about how galvanized rebar reacts in concrete. One of the main myths centers around zinc’s reaction in concrete, and that the hydrogen gas generated by the interaction of zinc and high pH liquid concrete can weaken the bond of the concrete to the rebar.
A Closer Look at the Chemical Reactions
When hot-dip galvanized (HDG) rebar is placed into fresh concrete, a chemical reaction occurs when the zinc coating touches the wet cement paste (which has a high pH level).
As a result, a reaction occurs that precipitates calcium hydroxy-zincate crystals onto the surface of the bar. These crystals adhere strongly to the bar’s surface and expand into voids within the surrounding concrete, including micro bubbles caused by the hydrogen gas that is a byproduct of this reaction, increasing the bond strength between the steel and the hardened concrete matrix.
This crystalline structure also acts as a passivation layer which has a significantly higher corrosion threshold than the passive oxide film that forms on uncoated ‘black’ rebar, and will isolate the zinc alloy beneath it from corrosive agents making their way through the concrete.
The Performance Advantages of How Galvanized Rebar Reacts in Concrete
There are several performance advantages to how galvanized rebar reacts in concrete. These include:
- The passivation protection provided by the calcium hydroxy zincate shell significantly delays corrosion initiation, even in areas of cracked concrete
- The zinc alloy between the passivation shell and the steel bar provides a secondary layer of slow reacting protection that will not create expansive byproducts that will crack and spall the surrounding concrete.
- Providing “sacrificial” protection. If corrosive agents make it through the zinc alloy layer and reach the steel bar, the surrounding zinc will take damage in order to keep the material underneath from rusting. There can never be under-film corrosion of steel with galvanized bar
What Issues Can These Reactions Cause?
Reduced Bond Strength During Early Stages
Years of testing in various laboratories around the world have consistently shown that galvanized rebar after 28 days has a higher bond strength than black rebar. As discussed above, the crystalline Calcium hydroxy zincate grows into any voids along the bar surface so gas microbubbles created during the initial pour do not create a problem.
The Zinc / Liquid Concrete Reaction Diminishes the Overall Coating Thickness Layer
As part of these early reactions, up to ½ mil of zinc may be consumed in formation of the crystalline shell. Fortunately this is a very small percentage when compared to the overall rebar coating thickness, and the product it becomes is even more resistant than the original zinc.
Chromate Treatment
All ASTM standards covering galvanized rebar in the United States require that bars be treated with a chromate solution after galvanizing to help control the amount of gas generated by the initial reaction of zinc and liquid concrete. This additional step is only added under US codes and is not used in other countries, and the US specifications allow architects and engineers to waive this requirement.
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Key Takeaways
- Galvanized rebar is widely used in DOT and national construction projects due to its long-lasting corrosion protection.
- It is made by coating steel rebar in zinc through a process called hot-dip galvanizing, which forms a protective layer.
- When first placed in fresh concrete, zinc reacts with the high-pH cement paste and forms calcium hydroxy zincate crystals, releasing tiny hydrogen bubbles. The crystals are tightly adhered to the rebar grow into the voids along the bar surface developing a bond strength greater than black steel
- The calcium hydroxy zincate shell acts as an inert passivation barrier against corrosive agents making their way through the concrete.
- Only galvanizing has a second layer of protection under the barrier coating, a layer of zinc alloy that will protect for decades as it slowly converts to zinc oxide and zinc hydroxide without creating expansive pressure on the surrounding concrete.
- Benefits of galvanized rebar include delayed corrosion, better tolerance of cracking, and enhanced durability over time.
- Early-stage reactions may slightly reduce bond strength, but once passivation occurs, bond strength often exceeds that of black steel.
- Only a small amount of the zinc layer is consumed during early reactions—negligible compared to the full coating thickness.
- South Atlantic Reinforcing offers high-quality galvanized rebar that meets ASTM standards, qualifies under “Buy America,” and ships reliably to your job site.
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References
- Yeomans, S., ed., 2004, Galvanized Steel Reinforcement in Concrete, Elsevier Science Press, New York, p. 9.
- Yeomans, S., 1994, “A Conceptual Model for the Corrosion of Galvanized Steel Reinforcement in Concrete,” *Corrosion and Corrosion Protection of Steel in Concrete*, R. N. Swamy, ed., Sheffield Academic Press Ltd., Sheffield, UK, pp. 1299–1309
- [Tan, Z, Hansson, C. The Initial Behavior of Galvanized Reinforcing Bar in Concrete, , INTERCORR 2008, pdf. Intercorr.com.br/edaciao/2008]
- [Darwin, D., Browning, J. P., O’Reilly, M., Xing, L., and Ji, J., 2009, “Critical Chloride Corrosion Threshold of Galvanized Reinforcing Bars,” *ACI Materials Journal*, **106**(2), pp. 176–183]
- Yeomans, S., 1994, “A Conceptual Model for the Corrosion of Galvanized Steel Reinforcement in Concrete,” *Corrosion and Corrosion Protection of Steel in Concrete*, R. N. Swamy, ed., Sheffield Academic Press Ltd., Sheffield, UK, p.1305.]
American Galvanizers Association, “HDG Rebar and Avoiding Hydrogen Evolution,” https://galvanizeit.org/knowledgebase/article/hdg-rebar-and-avoiding-hydrogen-evolution
American Galvanizers Association, “Galvanized Rebar and Reactions in Concrete,” https://galvanizeit.org/knowledgebase/article/galvanized-rebar-and-reactions-in-concrete
American Galvanizers Association, “Passivation,” https://galvanizeit.org/specification-and-inspection/post-hdg-considerations/passivation

