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Journal of Zhejiang University SCIENCE A
ISSN 1673-565X(Print), 1862-1775(Online), Monthly
2026 Vol.27 No.3 P.183-199
Experience-guided optimization of jacket foundations for offshore wind turbines in varying water depths based on finite element analysis and the genetic algorithm
Abstract: Structural optimization plays a crucial role in reducing the cost of offshore wind power, particularly in deep-water regions where the weight of jacket foundations increases substantially. However, there is ongoing debate regarding the water-depth range that is suitable for jacket foundations, and the threshold where floating foundations become more viable. Existing studies have not quantitatively analyzed how water depth affects jacket foundation mass, and have often struggled to handle the high dimensionality and stringent constraints inherent in jacket foundation optimization problems. In this study, we propose an optimization framework that couples parametric finite element analysis with a genetic algorithm to minimize the mass of jacket foundations based on three actual engineering projects at varying water depths. A novel population initialization strategy incorporating engineering experience-based solutions is introduced to improve convergence efficiency and solution quality. Comparative analysis against preliminary designs and existing offshore wind projects demonstrates the model’s ability to achieve cost-effective solutions, specifically reducing required jacket masses by 18.66%, 20.98%, and 17.22% at depths of 30.06, 60.23, and 89.81 m, respectively. The results reveal a 122.94% increase in jacket mass—from 1431.28 to 3190.90 t—as water depth increases from 30.06 to 89.81 m. The jacket foundation demonstrates superior cost effectiveness in shallow to moderate water depths, as the unit weight per megawatt (MW) of floating foundations is 97.51% and 35.74% higher at water depths of 60.23 and 89.81 m, respectively. Accordingly, the applicable water-depth threshold between the jacket and floating foundations is estimated to be approximately 100 m. The proposed optimization model offers a novel methodology and practical insights for the optimal design of offshore wind turbine support structures in varying marine environments.
Key words: Structural optimization; Jacket foundation; Genetic algorithm; Offshore wind power; Population initialization; Parametric modeling
机构:1中国能源建设集团浙江省电力设计院有限公司,中国杭州,310012;2浙江大学,建筑工程学院,中国杭州,310058;3同济大学,土木工程学院,中国上海,200092;4绍兴文理学院,土木工程学院,中国绍兴,312000;5浙江大学,海洋学院,中国舟山,316021
目的:结构优化是降低导管架基础工程造价、推动其向深远海应用拓展的关键路径,但其优化问题具有高维度与强约束特征。本文针对高维度和强约束问题,提出融入工程经验解的混合种群初始化策略,构建参数化有限元与遗传算法耦合的优化模型,阐明水深对导管架基础的定量影响,明确导管架与漂浮式基础的水深适用阈值。
创新点:1.建立面向多工况和多约束的海上风机导管架基础自主寻优模型;2.通过引入工程经验解,提出导管架优化的混合种群初始化策略,提升早期可行率与收敛效率;3.定量分析水深对导管架基础的影响,明确导管架与漂浮式基础的水深适用阈值。
方法:1.利用Python建立导管架基础的结构分析计算机系统(SACS)参数建模与分析程序,并耦合遗传算法形成自动化优化闭环,构建导管架基础优化模型;2.通过引入工程经验解,并与随机和拉丁超立方采样融合,提出导管架优化的混合种群初始化策略;3.基于多种水深的导管架基础最终优化结果,定量分析水深的影响,进而推导出导管架与漂浮式基础的水深适用阈值。
结论:1.引入工程经验的混合初始化策略能够显著提升早期可行性与搜索效率。2.约束主导性分析表明疲劳寿命与一阶固有频率为各水深导管架基础的主要控制条件。3.水深对导管架重量影响显著;导管架在中浅水深具明显成本优势;导管架基础与漂浮式基础的适用水深阈值约为100 m。4.随着水深增加,下部构件应力升高,且最大疲劳损伤位置上移,因此在设计上需同步强化下部承载强度与上部疲劳抗力。
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DOI:
10.1631/jzus.A2500232
CLC number:
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On-line Access:
2026-03-25
Received:
2025-06-05
Revision Accepted:
2025-09-04
Crosschecked:
2026-03-25