Galvanized reinforcing steel is bare reinforcing steel coated with a protective layer of zinc metal.  The zinc coating serves as a barrier to corrosive elements that the rebar is exposed to when embedded in concrete.  In addition to the barrier protection that the zinc provides, it also provides a level of cathodic protection where the zinc will preferentially corrode when in contact with bare steel (e.g. a void on the surface of the galvanized rebar will be protected by the surrounding zinc.)  Galvanized coatings also possess other favorable corrosion characteristics when embedded in concrete, making it an effective coating material for corrosion resistance.

In order to coat bare reinforcing steel with zinc, it is first cleaned by dipping it in a series of solutions that remove dirt, oil, oxides, and other contaminants from the surface.  Zinc is applied to the clean steel by immersing it into a bath of liquid zinc that is heated to 830ºF (450ºC).  The steel is then set aside to cool prior to inspecting it for conformance to the appropriate specifications.

The galvanizing process creates a metallurgical reaction between the steel and the zinc, producing a coating made up of a series of iron-zinc alloy layers which form at the steel/zinc interface with an outer layer of pure zinc (the eta phase) adhering to the outer surface as the rebar is removed from the zinc bath.

The figure left is a photo micrograph of a galvanized steel coating cross-section and shows a typical coating microstructure consisting of three alloy layers and a layer of pure metallic zinc.

The unique structure of a hot dip galvanized coating offers many important advantages over other coatings. Since galvanized coatings are metallurgically bonded to the underlying steel, the coating has an order of magnitude greater adhesion than, for example, fusion bonded epoxy coatings. In addition, the iron-zinc alloy layers of the coating are actually harder than the underlying steel which, combined with a soft outer layer of pure zinc, produces an extremely tough and abrasion resistant coating.

As a result, galvanized rebar can generally be treated in the same manner as uncoated rebar and does not require special handling precautions to protect the coating during handling, transport to, and placement at, the job site. Further, the bond strength of galvanized rebar to concrete is equal to or better than that of uncoated bar. This allows the same reinforced concrete design specifications (bar size, lap lengths, etc.) to be used for galvanized rebar as unprotected rebar.

Zinc is bonded to the base steel by the galvanizing process by over 3600 psi (25 MPa) due to the metallurgical bond that occurs during the dipping process.  This fact along with the development of the intermetallic alloy layers that are harder than bare steel combine to ensure a highly abrasion resistant coating.  Handling requirements for galvanized reinforcing steel are minimum and damage in the field is not typical.

Other coatings damage easily during shipment or through rough handling on the job site. Experts will argue that all organic forms of barrier protection (such as paint) by their nature are permeable to some degree. Galvanized coatings are impermeable. Furthermore, if the galvanized coating is physically damaged, it will continue to provide cathodic protection to the exposed steel. If individual areas of underlying steel or iron become exposed by as much as 1/4″ (6 mm) in diameter, the surrounding zinc will provide these areas with cathodic protection for as long as the coating lasts.

The table at right shows the galvanic series of metals and alloys arranged in decreasing order of electrical activity. Metals toward the top of the table, often referred to as ‘less noble’ metals, have a greater tendency to lose electrons than the more noble metals at the bottom of the table. Thus, metals higher in the series provide cathodic (or sacrificial) protection to those metals below them.

Because zinc is anodic to steel, the galvanized coating provides cathodic protection to exposed steel. When zinc and steel are connected in the presence of an electrolyte, the zinc is slowly consumed while the steel is protected. Zinc’s sacrificial action offers protection where small areas of steel are exposed, such as cut edges, drill-holes, scratches, or as the result of severe surface abrasion. Cathodic protection of the steel from corrosion continues until all the zinc in the immediate area is consumed.

To learn more about cathodic protection view this paper by Gregory Zhang.

Figure 1 below shows how corrosion will begin and immediately progress at a scratch or gap in a paint/epoxy coating. Figure 2 shows how corrosion will be prevented at a scratch or gap in a zinc coating.

Figure 1	Figure 2