fatigue damage
Visible degradation of upper grout seal with indications of cyclic loading marks. Cumulative damage index estimated 0.55 based on operational hours and DNV-RP-C203 S-N curves for grouted connections.
Same canonical CoatingPassport applied to an offshore wind monopile foundation undergoing 5-yearly UWILD. Findings emphasize the transition-piece grouted connection — a known industry hot-spot per DNV-RP-0419 — with severity calibrated to DNV-RP-C203 fatigue assessment thresholds. The data product slots directly into the wind operator's existing inspection-management stack via Cognite CDF or OSDU exports.
Visible degradation of upper grout seal with indications of cyclic loading marks. Cumulative damage index estimated 0.55 based on operational hours and DNV-RP-C203 S-N curves for grouted connections.
General atmospheric corrosion in splash zone, estimated 7% wall-thickness loss over a 5 m vertical band. Within DNV-ST-0126 design corrosion allowance.
Sacrificial anode bracelet 58% depleted. On track with 25-year design life CP allocation, but approaching mid-life retrofit window.
Mussel + barnacle growth 110-140 mm thickness. Exceeds 100 mm hydrodynamic re-analysis threshold per DNV-ST-0126 + NORSOK N-003 conventions.
Localized coating breakdown ~3% over a 4 m² area. Below intervention threshold.
The same JSON powers Cognite CDF Asset+Timeseries, OSDU exports, RDF knowledge graphs, and MCP-tool calls from agentic systems. PDF is a renderer of this; never the source.