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软弱地基中海上风电大直径缩径单桩基础结构设计研究

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基于真实设计参数和环境荷载,通过PLAXIS Monopile Designer和SACS软件实现某风场机位的缩径单桩优化设计,并进行结构极限强度、结构变形、自振频率和疲劳分析计算.相比于相同上部尺寸的常规单桩基础,缩径单桩具有较大的泥面转角和水平位移,较低的竖向位移和自振频率,计算结果验证了缩径单桩基础方案的可行性,并可实现节省10.9%的用钢量.
DESIGN OF REDUCED DIAMETER MOMOPILE FOUNDATION FOR OFFSHORE WIND TUEBINE UNDER SOFT GROUND CONDITIONS
Based on the real design parameters and environmental load,PLAXIS Monopile Designer and SACS software were used to realize the optimal design of reduced monopile in a wind field of China.The ultimate strength,structural deformation,natural vibration frequency and fatigue analysis were carried out.The reduced monopile with the same upper size had a larger mud surface angle and horizontal displacement,and a lower vertical displacement and natural vibration frequency.The results verify the feasibility of the reduced monopile scheme,and achieve a 10.9%reduction in steel consumption.

offshore wind farmsoffshore wind turbinesoffshore structuresreduced diameter monopilestructure design

赵昊、邱旭、李会、马文冠、刘鑫

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中国华能集团清洁能源技术研究院有限公司,北京 102209

海上风电场 海上风力发电机 海上风电结构 缩径单桩基础 结构设计

中国华能集团科技项目北京市科技新星计划

HNKJ23-H1820220484046

2024

太阳能学报
中国可再生能源学会

太阳能学报

CSTPCD北大核心
影响因子:0.392
ISSN:0254-0096
年,卷(期):2024.45(7)
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