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漂浮式海上风电浮式基础结构安全性评估

张瑞刚 孙海涛 雷航 刘河生 景玮钰

热力发电2026,Vol.55Issue(1):56-64,9.
热力发电2026,Vol.55Issue(1):56-64,9.DOI:10.19666/j.rlfd.202507064

漂浮式海上风电浮式基础结构安全性评估

Safety assessment of floating foundation structures for floating offshore wind turbines

张瑞刚 1孙海涛 1雷航 1刘河生 1景玮钰1

作者信息

  • 1. 西安热工研究院有限公司,陕西 西安 710054
  • 折叠

摘要

Abstract

Focusing on the structural safety of a three-column floating foundation for floating wind turbines,this study systematically assesses its stability,ultimate strength,and fatigue strength.A full-scale finite element model is established using the SESAM software suite.Intact and damaged stability analysis is conducted according to relevant codes.The result indicates that all parameters comply with regulatory requirements and demonstrate excellent anti-overturning capability.In the ultimate strength analysis,based on load conditions considering various wave directions,amplitudes,and periods,it is found that the maximum structural stress concentration occurs at the connections between the buoyancy tanks and columns.Nevertheless,the overall stress levels remain within the design resistance limits.Employing the hotspot stress approach,fatigue strength assessment of critical connection areas shows that the fatigue damage at all checkpoints is less than 1,satisfying the design life requirements.The floating foundation structure meets all applicable code standards for stability,ultimate strength,and fatigue strength.Therefore,the research provides a significant safety basis for the engineering application of floating wind turbines in deep-sea environments.It also offers valuable methodology and guidance for safety assessments of similar projects.

关键词

漂浮式风电机组/浮式基础/稳性分析/极限强度/疲劳强度

Key words

floating wind turbine unit/floating foundation/stability analysis/ultimate strength/fatigue strength

引用本文复制引用

张瑞刚,孙海涛,雷航,刘河生,景玮钰..漂浮式海上风电浮式基础结构安全性评估[J].热力发电,2026,55(1):56-64,9.

基金项目

众创/研究开发基金项目(TQ-24-TYK06) Public Co-creation/Research and Development(R&D)Fund Project(TQ-24-TYK06) (TQ-24-TYK06)

热力发电

1002-3364

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