Hydroelastic Simulation of Breaking Wave Impact on a Flexible Coastal Seawall

Yuzhu Li, Zhengyun Hu, Luofeng Huang
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引用次数: 1

Abstract

The impact of breaking waves on an elastic vertical wall is investigated with a fully-coupled numerical model. The waves breaking on a 1:10 sloped bed is simulated with the computational fluid dynamics (CFD) approach with the stabilized k-ω model for turbulence closure. The deformations and stresses in the elastic vertical wall are investigated with the computational solid mechanics (CSM) approach. The CFD and CSM approaches are fully-coupled in the finite-volume-method-based OpenFOAM framework. The present approach is verified against an existing study of the interaction between non-breaking solitary waves and an elastic vertical wall. Good agreement is obtained. Then the breaking waves are simulated and their interaction with the elastic vertical wall is investigated. It is found that breaking waves can cause strong deformation and vibration of the elastic seawall. The oscillation frequency of the seawall is four times the wave frequency.
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破碎波冲击柔性海堤的水弹性模拟
采用全耦合数值模型研究了破碎波对弹性垂直壁面的影响。采用稳定的k-ω湍流闭合模型,用计算流体力学方法模拟了1:10坡床上波浪破碎的过程。用计算固体力学方法研究了弹性垂直壁面的变形和应力。CFD和CSM方法在基于有限体积方法的OpenFOAM框架中完全耦合。通过对非破断孤立波与弹性垂直壁相互作用的研究,验证了本文的方法。得到了很好的一致性。然后对破碎波进行了模拟,并研究了破碎波与弹性垂直壁面的相互作用。研究发现,破碎波浪会引起弹性海堤强烈的变形和振动。海堤的振荡频率是波浪频率的四倍。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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