Sign in to save

Bookmark this page so you can find it later.

Sign in to save

Bookmark this page so you can find it later.

Corrosion is the gradual destruction of a material, usually a metal, by chemical or electrochemical reaction with its environment. In engineering, corrosion matters because it can weaken bridges, pipes, ships, tanks, aircraft, and fasteners long before they visibly fail. Different corrosion patterns reveal different causes, so identifying the type helps engineers choose the correct inspection and protection method.

Saltwater, moisture, oxygen, acids, temperature, and contact between dissimilar metals can all increase corrosion risk.

Most metal corrosion is electrochemical, meaning one area of the metal acts as an anode where metal atoms lose electrons, while another area acts as a cathode where a reduction reaction consumes electrons. An electrolyte such as water containing dissolved salts allows ions to move, completing the corrosion cell. Uniform corrosion spreads over a surface, while localized forms such as pitting, crevice corrosion, galvanic corrosion, and stress corrosion cracking can cause severe damage in small regions.

Engineers reduce corrosion by choosing compatible materials, applying coatings, controlling the environment, using inhibitors, and adding sacrificial anodes or impressed current cathodic protection.

Understanding Engineering: Types of Corrosion

A corrosion cell needs a path for electrons inside the metal and a path for ions through a liquid film or solution. This can happen on one steel object, even when the surface looks uniform. A tiny difference in oxygen supply can create separate active areas.

The poorly oxygenated area often becomes the place where metal dissolves. This explains why corrosion can grow beneath deposits, mud, wet insulation, or a damaged paint film. Rust on steel is usually porous, so it does not reliably seal the metal from water and oxygen.

Some metals behave differently. Aluminium and stainless steel form thin oxide films that can slow attack, but these films can break down in certain conditions.

The pattern of damage gives important clues. Uniform attack is relatively predictable because the whole exposed surface becomes thinner over time. It is still serious for thin sheet, roof panels, and storage tanks.

Pitting produces narrow holes that may penetrate a wall while most of the surface remains sound. Chloride salts make pitting more likely on stainless steels and aluminium alloys. Crevice corrosion occurs in shielded gaps beneath washers, gaskets, lap joints, and marine growth.

Water enters the gap, then the chemistry inside changes as corrosion proceeds. A design that traps water can therefore fail earlier than a design with smooth surfaces and drainage.

Galvanic corrosion is a design problem as much as a materials problem. When two metals touch and become wet, one may corrode faster while the other is protected. The area ratio matters greatly.

A small steel bolt connected to a large copper sheet can lose metal quickly because the small bolt supplies electrons for a much larger cathodic area. Separating the metals with plastic washers, sealants, or nonconductive coatings can stop the electrical connection.

Coating only the more noble metal can be risky if scratches expose a small area of the active metal. Engineers must consider joints, fasteners, welds, repair patches, and even tools left in contact with equipment.

Stress corrosion cracking combines a corrosive environment with tensile stress. The stress may come from service loads, welding, bending, or locked-in stress from manufacturing. Cracks can grow with little overall metal loss, making this form difficult to detect by appearance alone.

Hydrogen can enter some high strength steels during corrosion or plating and make them brittle. Engineers use inspection methods such as visual checks, thickness measurements, ultrasonic testing, and dye penetrant testing to find damage before leakage or fracture occurs. Good corrosion control begins during design.

It includes avoiding water traps, allowing access for cleaning, selecting materials for the actual environment, and planning regular inspection. Students should notice that corrosion is rarely caused by one factor. Material choice, shape, moisture, salts, stress, temperature, and maintenance usually interact.

Key Facts

  • Anodic metal loss: M -> M^n+ + ne-
  • Common oxygen reduction in neutral water: O2 + 2H2O + 4e- -> 4OH-
  • Uniform corrosion rate can be estimated by corrosion rate = thickness loss / time
  • Galvanic corrosion occurs when dissimilar metals are electrically connected in an electrolyte, with the more active metal acting as the anode.
  • Pitting corrosion is dangerous because a small surface opening can hide deep metal loss and high local current density.
  • Cathodic protection works by forcing the structure to behave as a cathode, often using a sacrificial anode such as zinc or magnesium.

Vocabulary

Anode
The region of a metal surface where oxidation occurs and metal atoms leave the solid as ions.
Cathode
The region of a metal surface where reduction occurs and electrons are consumed.
Electrolyte
A conductive liquid such as saltwater that allows ions to move between anodic and cathodic regions.
Galvanic Series
A ranking of metals and alloys by their tendency to corrode when electrically connected in a specific environment.
Passivation
The formation of a thin protective oxide film that slows further corrosion of a metal surface.

Common Mistakes to Avoid

  • Assuming stainless steel cannot corrode, which is wrong because stainless steel can pit or suffer crevice corrosion if its passive film breaks down in chloride-rich environments.
  • Treating all rust as uniform corrosion, which is wrong because localized forms such as pitting or crevice corrosion can cause deep penetration with little visible surface damage.
  • Ignoring electrical contact between different metals, which is wrong because a galvanic couple can make the more active metal corrode much faster in the presence of an electrolyte.
  • Using a coating without sealing edges, scratches, and bolt holes, which is wrong because exposed defects can become small anodic sites with concentrated corrosion current.

Practice Questions

  1. 1 A steel plate loses 0.45 mm of thickness over 3.0 years due to uniform corrosion. What is the average corrosion rate in mm/year?
  2. 2 A zinc coating has an available sacrificial thickness of 80 micrometers and corrodes at 5 micrometers per year in service. Estimate the coating life in years before the sacrificial layer is consumed.
  3. 3 A stainless steel bolt is tightened through an aluminum plate and exposed to seawater. Explain which corrosion type is likely, which metal is more at risk, and one design change that would reduce the problem.