R C O W P E
Build Geometric Model
Offshore Wind Power Analysis System
OWPAS
Auto-realization of FE tubular joint modeling
Fatigue evaluation on joint hot spots
Fatigue evaluation
on joint hot spots
Coordinate system design of the welding path
• TP super element
• Corrosion-related model correction
• SSI modification
• Matrix condensation application in soil consideration
• Ultimate limit state
• Fatigue limit stat
• Serviceability limit state
• TP super element•Corrosion-related model correction• SSI modification•Matrix condensation application in soil consideration
• Ultimate limit state• Fatigue limit state• Serviceability limit state
• Automatic detailed tubular joint modeling
• Automatic hotspot stress calculation
• Fatigue assessment through rain-flow algorithm and Miner’s rule
• Automatic detailed tubular joint modeling• Automatic hotspot stress calculation• Fatigue assessment through rain-flow algorithm and Miner’s rule
♦ Auto-optimization
♦ Joint fatigue assessment
♦ Bonding with functions of OWP database
♦ Incorporation of in situ monitoring data to create digital twines
♦ Bonding with functions of
OWP database
♦ Incorporation of in situ monitoring
data to create digital twines