首页|海上风机支撑结构承载性能试验研究

海上风机支撑结构承载性能试验研究

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基于波流水槽开展的模型试验,设计了风机支撑结构受到水流、循环荷载、无水和静水环境条件等工况,获得了单向流作用、循环荷载作用以及单向流与循环荷载共同作用等不同荷载组合下风机支撑结构的承载性能.结果表明:循环荷载作用下风机支撑结构在无水条件下的产生的累积位移是静水条件下的46.12%,单向流和循环荷载共同作用时,支撑结构累积位移较单独荷载作用效果叠加时增加了 60.84%.在有水的环境和多种荷载共同作用下,风机支撑结构承载性能有明显降低,因此,在海上风机结构设计和安全评估时应考虑多种荷载共同作用的影响.
Experimental Investigation on Bearing Capacity of Offshore Wind Turbine Support Structure
Based on the model test carried out by wave channel,the working conditions of fan support structure under water flow,cyclic load,waterless and still water environment were designed.The bearing performance of fan support structure under different load combinations such as unidirectional flow,cyclic load and the combination of unidirectional flow and cyclic load was obtained.The results show that the cumulative displacement of the fan support structure under the cyclic load is 46.12%of that under the static water condition,and the cumulative displacement of the support structure increa-ses by 60.84%under the combined action of one-way flow and cyclic load.Under the combined ac-tion of water environment and various loads,the bearing capacity of fan support structure is obviously reduced.Therefore,the influence of multiple loads should be considered in the structural design and safety evaluation of offshore wind turbines.

offshore wind turbine support structuremodel testcyclic loadbearing capacity

李芬、陈嘉辉、杨宇、付娇娇

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武汉理工大学船海与能源动力工程学院 武汉 430063

中交武汉港湾工程设计研究院有限公司 武汉 430040

海上风机支撑结构 模型试验 循环荷载 承载性能

国家自然科学基金

52178353

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(1)
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