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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Main Authors: Jae Hwan Jung, Hyun Sik Yoon, Chang Yeol Lee
Format: Article
Language:English
Published: Elsevier 2015-05-01
Series:International Journal of Naval Architecture and Ocean Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2092678216300668
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spelling 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
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AT hyunsikyoon effectofnaturalfrequencymodesonsloshingphenomenoninarectangulartank
AT changyeollee effectofnaturalfrequencymodesonsloshingphenomenoninarectangulartank
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