Effect of natural frequency modes on sloshing phenomenon in a rectangular tank
Liquid sloshing in two-dimensional (2-D) and three-dimensional (3-D) rectangular tanks is simulated by using a level set method based on the finite volume method. In order to examine the effect of natural frequency modes on liquid sloshing, we considered a wide range of frequency ratios (0.5 ≤fr≤ 3....
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doaj-f86c5b4bd3bc4d35a9924be7efb9ef3d2020-11-25T00:10:01ZengElsevierInternational Journal of Naval Architecture and Ocean Engineering2092-67822015-05-017358059410.1515/ijnaoe-2015-0041ijnaoe-2015-0041Effect of natural frequency modes on sloshing phenomenon in a rectangular tankJae Hwan Jung0Hyun Sik Yoon1Chang Yeol Lee2Department of Naval Architecture and Ocean Engineering, Pusan National University, Busan, KoreaGlobal Core Research Center for Ships and Offshore Plants, Pusan National University, Busan, KoreaDepartment of Hyundai Maritime Research Institute, Hyundai Heavy Industries, Ulsan, KoreaLiquid sloshing in two-dimensional (2-D) and three-dimensional (3-D) rectangular tanks is simulated by using a level set method based on the finite volume method. In order to examine the effect of natural frequency modes on liquid sloshing, we considered a wide range of frequency ratios (0.5 ≤fr≤ 3.2). The frequency ratio is defined by the ratio of the excitation frequency to the natural frequency of the fluid, and covers natural frequency modes from 1 to 5. When fr= 1,which corresponds to the first mode of the natural frequency, strong liquid sloshing reveals roof impact, and significant forces are generated by the liquid in the tank. The liquid flows are mainly unidirectional. Thus, the strong bulk motion of the fluid contributes to a higher elevation of the free surface. However, at fr= 2,the sloshing is considerably suppressed, resulting in a calm wave with relatively lower elevation of the free surface, since the waves undergo destructive interference. At fr= 2,the lower peak of the free surface elevation occurs. At higher modes of fr3, fr4, and fr5, the free surface reveals irregular deformation with nonlinear waves in every case. However, the deformation of the free surface becomes weaker at higher natural frequency modes. Finally, 3-D simulations confirm our 2-D results.http://www.sciencedirect.com/science/article/pii/S2092678216300668Liquid sloshingNatural frequency modesLevel set method |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Jae Hwan Jung Hyun Sik Yoon Chang Yeol Lee |
spellingShingle |
Jae Hwan Jung Hyun Sik Yoon Chang Yeol Lee Effect of natural frequency modes on sloshing phenomenon in a rectangular tank International Journal of Naval Architecture and Ocean Engineering Liquid sloshing Natural frequency modes Level set method |
author_facet |
Jae Hwan Jung Hyun Sik Yoon Chang Yeol Lee |
author_sort |
Jae Hwan Jung |
title |
Effect of natural frequency modes on sloshing phenomenon in a rectangular tank |
title_short |
Effect of natural frequency modes on sloshing phenomenon in a rectangular tank |
title_full |
Effect of natural frequency modes on sloshing phenomenon in a rectangular tank |
title_fullStr |
Effect of natural frequency modes on sloshing phenomenon in a rectangular tank |
title_full_unstemmed |
Effect of natural frequency modes on sloshing phenomenon in a rectangular tank |
title_sort |
effect of natural frequency modes on sloshing phenomenon in a rectangular tank |
publisher |
Elsevier |
series |
International Journal of Naval Architecture and Ocean Engineering |
issn |
2092-6782 |
publishDate |
2015-05-01 |
description |
Liquid sloshing in two-dimensional (2-D) and three-dimensional (3-D) rectangular tanks is simulated by using a level set method based on the finite volume method. In order to examine the effect of natural frequency modes on liquid sloshing, we considered a wide range of frequency ratios (0.5 ≤fr≤ 3.2). The frequency ratio is defined by the ratio of the excitation frequency to the natural frequency of the fluid, and covers natural frequency modes from 1 to 5. When fr= 1,which corresponds to the first mode of the natural frequency, strong liquid sloshing reveals roof impact, and significant forces are generated by the liquid in the tank. The liquid flows are mainly unidirectional. Thus, the strong bulk motion of the fluid contributes to a higher elevation of the free surface. However, at fr= 2,the sloshing is considerably suppressed, resulting in a calm wave with relatively lower elevation of the free surface, since the waves undergo destructive interference. At fr= 2,the lower peak of the free surface elevation occurs. At higher modes of fr3, fr4, and fr5, the free surface reveals irregular deformation with nonlinear waves in every case. However, the deformation of the free surface becomes weaker at higher natural frequency modes. Finally, 3-D simulations confirm our 2-D results. |
topic |
Liquid sloshing Natural frequency modes Level set method |
url |
http://www.sciencedirect.com/science/article/pii/S2092678216300668 |
work_keys_str_mv |
AT jaehwanjung effectofnaturalfrequencymodesonsloshingphenomenoninarectangulartank AT hyunsikyoon effectofnaturalfrequencymodesonsloshingphenomenoninarectangulartank AT changyeollee effectofnaturalfrequencymodesonsloshingphenomenoninarectangulartank |
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1725409679077539840 |