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Hydroeiastic Assessment of Different High-Speed-Vessei Stiffened Panel Designs

机译:不同高速Vessei加筋板设计的流体静力学评估

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摘要

In this paper, the hydroelastic response of the bottom panel on high-speed craft during slamming events is investigated with a numerical fluid-structure-interaction (FSI) method. The FSI method tightly couples computational-fluid dynamics for the fluid solution and finite-element analysis for the structural response. The volume-of-fluid approach is use to capture the air-water interface and the time dependent wetness of the body elevating the water. The structure discretization is performed by a linear-dynamic finite-element method with modal decomposition. The tightly-coupled interaction between the structure and fluid domains allows for an accurate prediction of structural response during slamming.The methodology is used to investigate the design of two bottom hull stiffened panel arrangements equivalent from the perspective that each meets the requirement of minimum section modulus, shear area, and plate thickness. Numerical fluid and structural mesh selection are performed separately based on the quantities of displacement, structure modal energy, and force. Rigid panel slamming simulations are used for mesh quality assessment, and two-way coupled simulations provide the global hydroelastic panel response. It is found that the design with a thinner plate and a larger number of small stiffeners exhibits smaller displacement, strain, and stress during the same impact event compared to the design with a thicker plate and a fewer number of larger stiffeners. Hydroelastic effects are found to be significant for lower panel deadrise angle which increases displacement, strain, and stress for both designs.
机译:本文利用数值流固耦合(FSI)方法研究了高速航行过程中底板在撞击过程中的水弹性响应。 FSI方法将流体动力学的计算流体动力学与结构响应的有限元分析紧密耦合在一起。流体体积法用于捕获空气与水的界面以及随时间变化的随湿度升高的身体湿度。通过具有模态分解的线性动态有限元方法进行结构离散化。结构和流体域之间的紧密耦合相互作用可以准确预测砰击过程中的结构响应。该方法用于研究两个底部船体加劲板布置的设计,从每个角度都满足最小截面模量的要求出发,剪切面积和板厚。根据位移,结构模态能量和力的大小分别进行流体和结构网格的数值选择。刚性板砰击模拟用于网格质量评估,双向耦合模拟提供整体的水弹性板响应。已经发现,与具有较厚的板和较少数量的较大加强件的设计相比,具有较薄的板和大量较小的加强件的设计在相同的冲击事件期间表现出较小的位移,应变和应力。发现水弹性效应对于较低的面板死角是显着的,这增加了两种设计的位移,应变和应力。

著录项

  • 来源
    《Naval engineers journal》 |2018年第3期|107-116|共10页
  • 作者

    Mesa Jose D.; Maki Kevin J.;

  • 作者单位

    Univ Michigan, Dept Naval Architecture & Marine Engn, Ann Arbor, MI 48109 USA;

    Univ Michigan, Dept Naval Architecture & Marine Engn, Ann Arbor, MI 48109 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-18 04:23:31

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