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Stability Study on the Bucket Foundation with Multi-Compartment During the Floating-up Process Considering Air Compressibility
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作者 YE Fang-di LIAN Ji-jian +4 位作者 GUO Yao-hua WANG Hai-jun XIAO Tian-run XIONG Dong-zhi yu tong-shun 《China Ocean Engineering》 SCIE EI CSCD 2023年第6期975-988,共14页
In the process of developing offshore wind power towards deeper waters,the advantages of the bucket foundation in terms of integrated construction and economy are becoming increasingly evident.In contrast to conventio... In the process of developing offshore wind power towards deeper waters,the advantages of the bucket foundation in terms of integrated construction and economy are becoming increasingly evident.In contrast to conventional floating bodies,the air-floating bucket foundations can achieve self-floating with the help of the air in the compartment and adjust its buoyancy and stability by controlling the air volume in the compartment.The construction process of the bucket foundation involves the control of air in the compartment,thus making it more difficult to construct.Especially after the prefabrication of the bucket foundation,the stability of the bucket foundation at the floating-up stage is particularly critical.The stability of a multi-compartment bucket foundation during the floating-up process cannot be accurately evaluated as the existing theoretical method of air-floating structures does not adequately consider air compressibility.To ensure the safety of the floating-up process,a theoretical method based on the idea of intact stability has been developed to analyze the stability of the air-floating bucket foundations,which will allow accurate calculation of the righting arm for different tilt states and critical air leakage angle.At the same time,accuracy and feasibility of the proposed theoretical method are verified through indoor model tests and practical operation of the prototype structure during the floating-up process.In addition,measures to enhance the stability of the bucket foundation are proposed through sensitivity analysis of influencing factors. 展开更多
关键词 offshore wind power bucket foundation air-floating structure STABILITY
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异型海洋工程结构水动力特征边界影响分析 被引量:1
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作者 梅淙堡 齐越 +1 位作者 于通顺 于春明 《水道港口》 2022年第5期652-659,共8页
随着海洋工程产业的不断发展,异型的海洋工程结构例如截断式结构、变直径式基础等不断出现。较传统海洋工程结构,这些新型结构对于具体工程问题有着无可比拟的性能优势,但其特异的结构特征也给基于模型试验和数值模拟进行性能分析过程... 随着海洋工程产业的不断发展,异型的海洋工程结构例如截断式结构、变直径式基础等不断出现。较传统海洋工程结构,这些新型结构对于具体工程问题有着无可比拟的性能优势,但其特异的结构特征也给基于模型试验和数值模拟进行性能分析过程中边界的选择带来了一定的挑战,目前规范中尚没有关于异型海洋工程结构模型与试验水槽、池壁间距的规定。选定四种有代表性的异型海洋工程结构(振荡浮子、淹没桩、复合筒型基础以及高桩承台基础)作为研究对象,开展了异型海洋工程结构水动力特征边界影响的研究,建立了波浪与结构相互作用的数值水槽,比较了不同间距水槽对结构水动力性能的影响。通过研究发现:对于截断式结构而言,计算域边界对其水动力性能影响较小,振荡浮子和对于淹没率大于0.5的淹没桩,可采用2倍直径宽度的水槽来进行分析;对于变直径式基础而言,计算域边界对其水动力性能影响较大,结构最小直径与最大直径的比值在0.125~0.314时,可采用4倍最大直径宽度的水槽来进行分析。 展开更多
关键词 异型海洋工程结构 水动力特征 边界影响 数值模拟 波浪力
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