破碎波冲击柔性海堤的水弹性模拟

Yuzhu Li, Zhengyun Hu, Luofeng Huang
{"title":"破碎波冲击柔性海堤的水弹性模拟","authors":"Yuzhu Li, Zhengyun Hu, Luofeng Huang","doi":"10.1115/omae2022-79099","DOIUrl":null,"url":null,"abstract":"\n 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.","PeriodicalId":408227,"journal":{"name":"Volume 5A: Ocean Engineering","volume":"144 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Hydroelastic Simulation of Breaking Wave Impact on a Flexible Coastal Seawall\",\"authors\":\"Yuzhu Li, Zhengyun Hu, Luofeng Huang\",\"doi\":\"10.1115/omae2022-79099\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\\n 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.\",\"PeriodicalId\":408227,\"journal\":{\"name\":\"Volume 5A: Ocean Engineering\",\"volume\":\"144 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-06-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Volume 5A: Ocean Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1115/omae2022-79099\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Volume 5A: Ocean Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1115/omae2022-79099","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

摘要

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。
Hydroelastic Simulation of Breaking Wave Impact on a Flexible Coastal Seawall
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.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信