Flaking of the zinc coating - causes, assessment and remediation of coating defects
Mission and initial situation
A construction company commissioned me to examine several galvanized steel components on which the zinc coating had peeled off over a large area shortly after assembly.
The affected components were part of an external balcony structure that is permanently exposed to the weather. Just a few months after completion, blistering, flaking and corrosion nests appeared on the surface.
This case study describes the typical causes of flaking zinc coatings - a common coating defect in metal construction.
Damage pattern detected
- large-scale Flaking of the zinc coating, especially on edges and weld seams
- Infiltration corrosion between steel and zinc
- Gas bubbles and spalling in the area of weld seams and fillets
- Irregular layer thickness (partly < 40 µm instead of the required 85 µm)
- Discoloration and oxidation residues, Indication of insufficient pretreatment
The adhesion of the coating was so poor in several places that parts of the zinc coating could already be removed with a spatula.
Root cause analysis
The metallographic examination and the review of the manufacturing documents revealed several process errors in connection with the hot-dip galvanizing:
- Missing or inadequate pre-treatment
- Insufficient degreasing and pickling before the dipping process, residues of rolling skin and welding spatter. - Incorrect bath temperature or dwell time
- Overheating led to brittle zinc coating and subsequent flaking under thermal stress. - No suitable follow-up treatment
- Lack of passivation or re-galvanizing after mechanical processing. - Incorrect base material
- unsuitable steel grade with silicon content > 0.03 %, which led to the „sandelin effect“ (excessive zinc coating, brittle layer).
Normative evaluation
The requirements for hot-dip galvanizing are set out in DIN EN ISO 1461 and DIN EN ISO 14713-1 regulated.
It says:
„The zinc coatings must be uniform, firmly adhering and free from detachment, flux residues or uncoated areas.“
The measured layer thickness was 35-60 µm well below the required minimum thickness of 85 µm (component class ≥ 3).
The adhesive strength also did not meet the requirements from DIN EN ISO 2409 (cross-cut test).
The test results thus prove a significant execution error by the coater, as the surface preparation and process parameters did not comply with the recognized rules of technology.
Consequences of the shortage
- premature Corrosion of the base material
- Flaking of the zinc coating after only a short period of use
- Loss of the protective effect → Increased need for maintenance
- Visual impairment and depreciation
- for load-bearing components: Endangerment of durability and stability
Recommended measures
- Complete removal of the non-adhesive layers (blasting up to SA 2½ according to DIN EN ISO 8501-1).
- New galvanizing in compliance with the process specifications according to DIN EN ISO 1461.
- Materials testing of the steel for silicon content (Si < 0.03 %) to avoid the sandelin effect.
- Post-treatment / passivation to increase the corrosion resistance.
- Documentation the bath parameters (temperature, dwell time, layer thickness).
- Final inspection by adhesion testing and coating thickness measurement.
Note from the expert
As a publicly appointed and sworn expert for the metalworking trade, I assess zinc coatings, coating defects and corrosion protection systems in accordance with the applicable standards.
Thanks to my many years of experience, I can reliably and objectively identify process errors in galvanizing and coating.
Further information
- Metal construction & trade services (windows, doors, railings, structures)
- Industry & welding technology - Overview of services
- Contact for expert opinions, technical inspection & damage analysis
Overview of the case studies:
- Improper installation of windows - causes, consequences and expert assessment
- Corrosion on stainless steel railings - causes, assessment and renovation recommendations
- Inadequate welding - Weld seam defects in metal construction
- Deflection of the staircase stringers - structural defects in metal construction
- Minimum distances between handrails - requirements in accordance with the Workplace Directive (ASR A1.8)
- Crack formation on weld seams - detection by dye penetrant testing (PT2)
- Pores and bonding defects on aluminum components - detecting and evaluating welding defects
- Zinc cracks after hot-dip galvanizing - causes, analysis and evaluation
- Glass roofing – Leaks and corrosion damage to brackets
- Incorrect design and installation of PVC windows - causes, consequences and assessment
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