Coupling between resonant sloshing and lateral motions of a two-dimensional rectangular tank

被引:10
|
作者
Faltinsen, Odd M. [1 ,2 ]
Timokha, Alexander N. [1 ,2 ,3 ]
机构
[1] Norwegian Univ Sci & Technol, Ctr Autonomous Marine Operat & Syst, NO-7491 Trondheim, Norway
[2] Norwegian Univ Sci & Technol, Dept Marine Technol, NO-7491 Trondheim, Norway
[3] Natl Acad Sci Ukraine, Inst Math, UA-01601 Kiev, Ukraine
基金
新加坡国家研究基金会;
关键词
waves; free-surface flows; EARTHQUAKE RESPONSE; MECHANICAL MODEL; SIMULATION; DAMPER; FLUID; WAVES;
D O I
10.1017/jfm.2021.266
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The natural frequencies for sloshing without coupling with lateral tank motions differ from the natural sloshing frequencies with coupling. A consequence is that the nonlinear multimodal sloshing theory for prescribed tank motion should be revised when studying the liquid sloshing dynamics in connection with marine structures in ocean waves. The needed revisions are done for a rectangular rigid tank with finite liquid depth. Steady-state resonant solutions of the constructed nonlinear modal equations are derived to analytically describe the coupled resonant sloshing and sway of a floating rigid body in regular incident deep water waves with two-dimensional flow conditions at the lowest coupled sloshing-sway natural frequency. The steady-state theoretical results are validated by comparing them with the model tests by Rognebakke & Faltinsen (J. Ship Res., vol. 47, issue 3, 2003, pp. 208-221). The occurrence of an instability frequency range is theoretically justified.
引用
收藏
页数:41
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