台风浪下海上机场VLFS动态响应与能量转换机理
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李文杰,男,1995年12月生,博士研究生。主要研究方向为风浪环境与结构工程。曾发表《Wind-induced collapse mechanism and failure criteria of super-large cooling tower based on layered shell element model》(《Journal of Wind Engineering and Industrial Aerodynamics》2022, Vol.221)等论文。 E-mail: liwenjienuaa@163.com

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柯世堂,男,1982年11月生,博士、教授、博士生导师。主要研究方向为风工程与结构工程。 E-mail:keshitang@163.com

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P75;U66

基金项目:

国家自然科学基金资助项目(52078251);江苏省自然科学基金资助项目(BK20210309,BK20211518);江苏省研究生科研与实践创新计划资助项目(KYCX21_0234);南京航空航天大学研究生科研与实践创新计划资助项目(xcxjh20210719)


Dynamic Response and Energy Conversion Mechanism of VLFS in Marine Airport Under Typhoon Waves
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    摘要:

    超大浮式结构(very large floating structure,简称VLFS)是集空港和海港为一体的大型海上多功能浮式结构,现有研究大多关注规则波下刚性模块柔性连接模型的动力响应,忽略了台风浪极端环境下海上机场自身柔性引起的非线性振动特性。针对此问题,提出了一种新型多柔-刚性混合模块建模方法,采用Jonswap谱特征参数对台风“鲇鱼”过境实测海浪谱开展了精细化仿真模拟,分析了台风浪下海上机场VLFS整体和局部非线性动态响应特性,揭示了海上机场与环境荷载之间的能量转换机理。结果表明:海上机场多柔-刚性混合模块模型可以较好地反映此类VLFS结构动力响应特性;海上机场超长柔性及台风浪场不均匀性使其结构呈现显著非线性,位移、转角和水弹性变形分别以沿波向、绕展向和沿垂向为主,极值应力主要分布于撑杆附近;环境荷载能量和结构重力势能在初始阶段主要转换为系泊势能,稳定阶段则主要转换为结构动能和弹性势能。

    Abstract:

    Very large floating structure (VLFS) is a large multifunctional floating structure integrating airport and seaport. Most of the existing studies focus on the dynamic response of rigid module flexible connection model under regular waves, but ignore the dynamic response caused by the flexibility of maritime airport under typhoon driving waves. Given this, a new modeling method of flexible module rigid connection of VLFS is proposed. The measured wave spectrum of typhoon Migi is finely simulated by using Jonswap spectrum characteristic parameters. The overall and local nonlinear vibration characteristics of VLFS in maritime airport under typhoon driving waves are analyzed, and the energy conversion mechanism between maritime airport and environmental load is revealed. The results indicate that flexible module rigid connection model of maritime airport can better reflect the dynamic response characteristics of such VLFS structures. The maritime airport is significantly nonlinear due to structure flexibility and the inhomogeneity of the typhoon and waves field. The displacement, angle and hydroelastic deformation are mainly along the flow direction, spanwise direction and vertical direction respectively, and the extreme stress is mainly distributed near the strut of VLFS. The environmental load energy and structural gravity potential energy are mainly converted into mooring potential energy in the initial stage, and structural kinetic energy and elastic potential energy in the stable stage.

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  • 收稿日期:2022-03-03
  • 最后修改日期:2022-08-25
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  • 在线发布日期: 2023-06-29
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