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Failure Analysis

Cathodic Disbondment

How cathodic protection current and the alkali it generates can push a coating off steel around holidays — and how to recognize, repair and design against it.

6 min read
Cathodic Disbondment
Photo: U.S. GAO · Public domain · via Wikimedia Commons

Key takeaways

  • Cathodic disbondment is the loss of coating adhesion that spreads outward from a holiday on a cathodically protected structure, driven by the alkali and, at very negative potentials, the hydrogen produced at the exposed steel.
  • The tell-tale signs are a roughly circular disbonded zone centered on a defect, strongly alkaline liquid under the film and bright, uncorroded steel beneath.
  • Overprotection, poor surface preparation, contamination and coatings with low alkali resistance all make it worse.
  • Prevention combines a disbondment-resistant coating, a clean, well-profiled surface and a cathodic protection system that is designed and monitored to avoid excessively negative potentials.

Coatings and cathodic protection (CP) are meant to work as a team: the coating carries most of the corrosion-control burden, and CP protects the steel that is exposed at holidays and damage. Cathodic disbondment is the point where that partnership turns against itself. The electrochemical reactions that protect bare steel at a defect also attack the coating–steel bond at the edge of the defect, so the disbonded area grows over time.

The failure is most familiar on buried and submerged pipelines, ship hulls, offshore structures and tank bottoms. Because the steel underneath is protected, cathodic disbondment rarely causes immediate corrosion, but it increases CP current demand, creates zones that may become shielded from protection, and shortens the life of the coating system.

What cathodic disbondment looks like

In the field, cathodic disbondment almost always starts from a breach in the coating — a holiday, mechanical damage, a field-joint defect or a pinhole. Typical observations include:

  • A disbonded ring or halo around the defect, often roughly circular on flat surfaces and elongated along a pipe or weld.
  • Blisters filled with clear, slippery liquid near the defect; the liquid is strongly alkaline, commonly pH 12 or higher.
  • Bright or lightly stained steel under the lifted coating rather than rust, sometimes with white calcareous deposits in seawater service.
  • Easy peeling: the coating can often be lifted with a knife well beyond the visible damage, while adhesion farther away remains good.

This pattern distinguishes cathodic disbondment from undercutting and rust creep, where the steel under the lifted film is corroded and the advancing front carries rust.

Why it happens: the mechanism

At a holiday on a cathodically protected structure, the exposed steel becomes a cathode. In most soils and waters, the main cathodic reaction is oxygen reduction, which produces hydroxide ions; at more negative potentials, water reduction also generates hydrogen gas and still more hydroxide. Cations such as sodium and potassium migrate toward the cathode to balance the charge, building a concentrated alkaline solution at the steel surface.

That alkali creeps along the coating–steel interface. It can hydrolyze susceptible bonds in the coating, dissolve the thin oxide layer that much of the adhesion relies on, and displace the coating with water. Hydrogen evolution adds mechanical pressure under the film. The result is a disbonding front that advances outward from the defect, fastest when potentials are very negative, temperatures are high and the coating has poor wet adhesion. The underlying adhesion science explains why wet adhesion, not dry pull-off strength, governs resistance.

Good to know

Some disbondment around a holiday is expected even on well-designed systems. Laboratory tests measure the radius of disbondment under defined conditions so coatings can be compared and qualified; the result is a relative ranking, not a prediction of field life.

Common causes and contributing factors

  • Overprotection. Potentials far more negative than needed — commonly more negative than about −1.1 to −1.2 V versus a copper/copper sulfate reference on carbon steel — increase hydrogen evolution and alkali generation.
  • Inadequate surface preparation. Low or rounded profile, mill scale, dust and residual soluble salts reduce the bond that must resist the alkaline front.
  • Coating chemistry and cure. Coatings with poor alkali resistance, under-cured films and some older tape and bitumen systems disbond more readily.
  • Elevated temperature. Hot pipelines and process lines accelerate both the electrochemistry and water transport.
  • Coating damage. Every holiday is a starting point, so handling, backfill and installation damage matter.

Diagnosing cathodic disbondment

Field confirmation is usually straightforward if the investigator looks for the right evidence and records it before the site is disturbed. A typical approach within a broader coating failure investigation:

  1. Record CP data. Obtain recent pipe-to-soil or structure-to-electrolyte potentials, rectifier settings and any close-interval survey data near the site.
  2. Test the blister liquid. Puncture an intact blister and check pH with indicator paper or phenolphthalein; a strong pink color indicates high alkalinity.
  3. Inspect the steel. Bright metal beneath the film supports cathodic disbondment; rust and pitting point toward other mechanisms or a loss of CP.
  4. Map the disbonded zone. Use knife probing outward from the defect and measure the disbondment radius in several directions.
  5. Check the coating. Measure film thickness, look for holidays and sample the coating for laboratory analysis where cure or formulation is in question.
Cause Clues How to check Prevention
Overprotection Extensive disbondment, gas-filled blisters CP potential records, rectifier output Design and monitor CP to avoid very negative potentials
Poor surface preparation Disbondment at low pull-off values, residue on steel Profile replica, salt test on exposed steel Specified blast grade, profile and salt limits
Low alkali resistance Soft or discolored film near defect Lab analysis, qualification test data Select coatings tested for disbondment
High service temperature Worse disbondment on hot sections Operating temperature data Choose coatings qualified at service temperature
Coating damage Disbondment centered on gouges, field joints Holiday testing, excavation survey Careful handling, backfill control, joint QA

Repair options

Repair begins by removing all disbonded coating — every square inch that can be lifted with a knife — back to a firmly adhered edge. Leaving a lip of disbonded coating creates a crevice that shields the steel from CP and invites corrosion beneath. The exposed area is then cleaned to the degree the repair coating requires, typically abrasive blasting or power-tool cleaning to bare metal, and the edges of sound coating are feathered.

The repair material must be compatible with the parent coating and suitable for CP service; two-part epoxies and repair systems recommended by the original coating manufacturer are common choices for pipelines. After cure, holiday testing confirms continuity. Where disbondment is widespread, the investigation should also review CP settings, since repairing coating without correcting overprotection invites recurrence.

Watch out

Disbonded coating that still looks intact can shield the steel from CP current. If groundwater gets under it without enough current reaching the steel, corrosion can proceed undetected. Do not assume that a lifted coating with no visible rust is harmless.

Prevention

  • Specify tested coatings. Require cathodic disbondment data at relevant temperatures and potentials, using recognized methods such as ASTM G8, ASTM G42, ASTM G95 or ISO 15711. See cathodic disbondment testing for how these differ.
  • Prepare the surface properly. Abrasive blast to the specified cleanliness and angular profile, and control soluble salts.
  • Use proven systems.Fusion-bonded epoxy, multilayer polyolefin systems and well-formulated epoxies are widely used where CP is applied; follow the product data sheet for limits.
  • Control CP. Design for adequate but not excessive protection and monitor potentials over the structure’s life.
  • Minimize holidays. Holiday test before burial or immersion and repair every defect found.

Frequently asked questions

Does cathodic disbondment mean the steel is corroding?

Not necessarily. The steel under the disbonded zone is often bright and protected. The risk is that disbonded coating later shields the steel from CP, or that CP current demand rises as more steel is exposed.

Can cathodic disbondment happen without an obvious holiday?

It almost always starts at a defect, but the defect may be a tiny pinhole or a thin spot that is not obvious. Holiday testing and careful inspection usually find it.

Is more CP always better for coated steel?

No. Potentials more negative than needed increase hydrogen and alkali generation, accelerating disbondment and potentially causing other problems. CP should be designed and adjusted to recognized criteria.

How is cathodic disbondment different from blistering?

Cathodic disbondment can produce blisters, but it is a specific mechanism. Broader causes of blistering are covered in the blistering article.

Educational reference. Coating performance varies by formulation. Always follow the manufacturer’s product data sheet, safety data sheet and your project specification.