大型浮体水动力响应特性数值模拟及减摇措施
作者:
作者单位:

(1.河海大学港口海岸与近海工程学院,江苏 南京210098;2.长江勘测规划设计研究有限责任公司,湖北 武汉430015 )

作者简介:

何良德(1964—),男,副教授,硕士,主要从事港航结构工程及基础工程研究。E-mail:hldhsy@163.com

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中图分类号:

P75

基金项目:

中国交通建设集团项目(2018-ZJKJ-01);中央高校基本科研业务费专项资金资助项目(B200202066)


Numerical simulation of hydrodynamic response and anti-rocking measures of the large floating structure
Author:
Affiliation:

(1.College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;2.Changjiang Survey Planning Design Research Co., Ltd., Wuhan 430015, China)

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    摘要:

    为研究马尔代夫海域大型浮体水动力响应特性及减摇措施,基于三维势流理论和刚体运动方程建立了浮箱水动力响应数值模型,分析了不同纵横比浮箱的水动力响应特性,讨论了减摇板布置方式及形式对浮箱减摇效果的影响,并在此基础上给出了较优的减摇板布设方案。结果表明:纵横比为2∶1的矩形浮箱在各个浪向下的运动响应相对平稳;减摇板宽度对浮箱横摇的控制作用较明显;浮箱迎、背浪面同时安装减摇板时减摇效果受安装高度影响显著;对于迎浪侧的双层开孔减摇板,上层减摇板开度40%时对浮箱横摇控制较好,浮箱横摇有义值极限海况下可降低16.9%,建议优先选用上层带开度的单侧双层减摇板布设形式。安装减摇板对波浪作用下浮体结构强度影响较小,应着重关注减摇板与外壳的连接强度。

    Abstract:

    In order to study the hydrodynamic response characteristics and anti-rocking measures of large floating bodies in the waters of Maldives, a numerical model of hydrodynamic response of floating tanks is established based on the three-dimensional potential flow theory and the rigid-body motion equation, the hydrodynamic response characteristics of floating tanks with different aspect ratios are analyzed, the influence of anti-shake plate layout and type on the anti-rocking effect of floating tanks is discussed, and a better layout scheme of anti-shake plates is given on this basis. The results show that the rectangular floating box with an aspect ratio of 2∶1 has a relatively stable motion response in each wave. The width of the anti-shake plate has an obvious control effect on the floating box, and when the anti-shake plate is installed at the same time on the floating box and the back wave surface, the anti-rocking effect is significantly affected by the installation height. For the double-layer open-hole anti-rocking plate on the facing side, when the opening of the upper anti-shake plate is 40%, the control over the rocking of the floating box is better, and the rollover of the floating box can be reduced by 16.9% under the limit sea state. This study recommends the single-sided double-layer anti-rocking plate layout form with the opening of the upper layer. The installation of the anti-shake plate has little effect on the strength of the floating structure under the action of waves, and attention should be paid to the connection strength of the anti-shake plate and the shell.

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何良德,黄挺,李俊龙,等.大型浮体水动力响应特性数值模拟及减摇措施[J].河海大学学报(自然科学版),2023,51(4):97-107.(HE Liangde, HUANG Ting, LI Junlong, et al. Numerical simulation of hydrodynamic response and anti-rocking measures of the large floating structure[J]. Journal of Hohai University (Natural Sciences),2023,51(4):97-107.(in Chinese))

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  • 收稿日期:2022-06-01
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  • 在线发布日期: 2023-07-27
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