Accurate calculation method for horizontal bearing capacity of offshore wind power foundation
By integrating multidimensional datasets and three-dimensional pile-soil models, coupling wave forces and wind loads, identifying pile types, and quantifying environmental deviations, the problem of dynamic load coupling and real-time monitoring in the calculation of offshore wind power foundation bearing capacity was solved, and accurate bearing capacity prediction was achieved.
Patent Information
- Application Number
- CN202511666112.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-11-14
- Publication Date
- 2026-03-20
- Estimated Expiration
- 2045-11-14
AI Technical Summary
Existing technologies fail to fully capture the time-varying characteristics and interactions of waves, wind, and tides in calculating the horizontal bearing capacity of offshore wind power foundations. They neglect the dynamic coupling effects of loads, lack simulation of local stress concentrations and complex load paths, and lack real-time monitoring and dynamic correction mechanisms, leading to deviations in calculation results.
By integrating wave spectrum parameters, wind distribution data, tidal parameters, and soil stratification parameters to form a multidimensional dataset, a three-dimensional pile-soil model is established, wave force and wind load are coupled, pile type is identified, environmental deviation compensation coefficient is quantified, and the critical state of bearing capacity is determined and corrected based on real-time monitoring data.
Accurate simulation of load transfer process reveals local stress concentration, improves the accuracy of load response prediction, ensures that calculation results adapt to the dynamic changes of complex marine conditions, and guarantees the accuracy of calculation results.